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B17-1369 056-280-070
- TTFe OO o -• o C�UNZ{ i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION Phone: (530) 538-7601 Fax (530) 538-7785 PERMIT NO' 0% -"BIN FORM NO DBP -1 NO: I Website: www.buttecountv.netldds Payment of Fees Required at Time of Application PLEASE PRINT CLEARLY INFORMATION J LOCATION me APN c<� OSL - 2P0 - /77D-- r7/vq CONTRACTOR .,PROP5RTY,,OVVNER INF Last Name_ State First Name I FaN Email,_ �� �''r Mailing A, 0. License No. Class City ti . Z Z State Cog Zi Cell �- Q,I� Phone Fax 5zo, ZZ -39 Email Cell MC 0° CONTRACTOR Name�1�/Q 7A�ifMC,,�.,,� Mail Addre s .� D��-51 A City� State Zip °(feo22 P ne ssh" FaN Email,_ �� �''r Cell License No. Class ARCHITECT/ENGINEER Name�1�/Q 7A�ifMC,,�.,,� Mailing Address ? 0. Box 210 City cvrmlv�Q State � Zip °(feo22 Phone3�+�-ss�� t1 Fax Email -- Cell CA State License No. G -2y582 APPLICANT Last a First Name I ,4 lC� Mails ddress City State Zip ,.1 `w , J� Phone Fax py, . Z Z Email �a C,t>n. Cell �- C L APPLICANT -IGNA1UKt ANU UAIt Date: Name: 'When filed, this application and all supporting material becomes subject to the public inspection and will be posted on the County's website for electronic a (City Location must not be in the city limits of Chico, Gridley, Oroville or tom_ l T, -A& Paradise, click below for parcel Information WORKER'S COMPENSATION - Policy Number Carrier If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance LENDING AGENCY Name =' e_,- we srG<n C 1L Mailing Address n %le Q City rl1&. State tpc?727-S DE5GKIPTIVN UKSUVYt Vt- WVKK D iAobile Home permits (other than installation, foundation, utilities & non-attached Z itruatures) are Issued by the State. Tell staff if this permit is for a Mobile Home. Click Below to see Manufactured Home Alterations and Permit Guidelines at: ittD://www.hcd.ca.cov/codes/mhD/HOD Phone: (916) 255-2501 s this a Manufactured/Mobile Home (circle one) Yes / No JOB VALUATION: (Enter value of labor, Including $ — Cow �,e� non-coMmcfed , plus materials charge) )t /� J I Square Feet Detail Open Area: !Covered Area: Structure Built without permits TOTAL SO: ,-,Proposed Change of Occupancy/Use - Note previous/current use below: FOR OFFICE USE ONLY Zoning: Flood Zone: SRA: YES NO NPDES YES NO Code Enf: ❑ YES ❑ NO Legal Lot: ❑ YES ❑ NO Occuoancv Type Construction Records Act. All public information related to this CU K:\NEW-WEBSITE\Building\Building Forms & Documents\2014\2014 Forms - Completed\DBP\DBP- 01 Building Permit Application rev'd_3.6.2014_AKM.rtf Page 1 of 1 Is subject to BUTTE FORM NO Butte County Department of Development SerflOGNTY PERMIT CENTER AUG 0 9 2017 DBP -06 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.778DEVELOPMENT w"wbuttecounty.net/dds SERVICES PLAN CHANGElRECHECK. OR RETURN Owner's Name: fl7feU e t C % feT Contact Person Name: Mir -1, � S Contact email: M ,&IIs 05 Q Va h -v, Cc" " Contact Phone Number: &3c) ZZ8- 3i'74 Date Submitted: 8 Permit Number: /7- e367 Assessor's Parcel Number: L-2" - _?& - 0 740 ❑ COMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) Please check any that apply: ❑ Response to Plan Check Letter? BIJTTE ❑ Response to Building Inspection Correction Notice? COUNTY ❑ Is there additional square footage? ❑ Is unfinished area being in -filled or completed? AUG. 0 9 2017 ❑ Other: DEVELOPMENT SERVICES LIST OF ITEMS SUBMITTED 2. 3•S�ruc,7izr� �tbIIS �FCo��tr�r ��an. 4. 5. Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: 0 Minimum $127.00 paid 0 Additional Fee Amount Due: Revised 7.20.2015 Page l of 1 Butte County Department of Public Works DENNIS SCHMIDT, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538 7266 Telephone (530) 538 7171 Fax National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment jLESS THAN 1 ACREI Reference Number: B17-1369 Date: 7/6/2017 Location: 0 TIGER LILY DR By: JMD Parcel Number: 056-280-070 Sub Type: SFD-CUSTOM/MODEL Owner Name: JUHL STEPHANIE & CATES MICHIWe: 5302283976 Description: SFD (1716) GAR (484) COV (106) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Board. Sign �� Date 7/6/2017 Title ,µ Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director `®7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES NOTICE TO BUILDERS** Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: - Make sure your application is complete. - Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY** Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ **When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Permit Number: B17-1369 Date: 7/6/2017 Parcel Number: 056-280-070 Location: 0 TIGER LILY DR, FOREST RANCH Phone: 5302283976 Owner Name: JUHL STEPHANIE & CATES MICHAEL Description: SFD (1716) GAR (484) COV (106) Signature of Applicant:�Date: 7/6/2017 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds 'Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B17-1369 Owner's Name: JUHL STEPHANIE & CATES MICHAEL Assessor's Parcel Number: 056-280-070 Date of Application: 7/6/2017 Square Footage Verification No Change: NOTES: Verified By: Date: (Plan Check Signature) Confirmed TRAKiT Updated by: Date: At Application: Change To: Living Area 1716 Garage Area 484 Covereil Area 106 Open Area 0 No Change: NOTES: Verified By: Date: (Plan Check Signature) Confirmed TRAKiT Updated by: Date: Department of Development Services Tim Snellings, Director f ' Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES PERMIT APPLICATION DATA SHEET Reference Number: B17-1369 Date: 7/6/2017 Location: 0 TIGER LILY DR By: JMD Parcel Number: 056-280-070 Sub Type: SFD-CUSTOM/MODEL Owner Name: JUHL STEPHANIE & CATES Phone: 5302283976 MICHAEL Description: SFD (1716) GAR (484) COV (106) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. YES SEWER DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 — 530.533.0740 ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 — 530.533.2000 ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 — 530.879.6700 PARKS & RECREATION DISTRICTS (form will be available after plans have been reviewed by building department) z_ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 — 530.895.4711 ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 — 530.345.1921 ❑ Feather River Recreaction & Park District, 1875 Feather River Blvd, Oroville CA 95965 — 530.533.2011 ❑ Paradise Parks & Recreation, 6626 Skyway Road, Paradise CA 95969 — 530.872.6393 SCHOOL DISTRICTS (form will be available after plans have been reviewed by building department) ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 — 530.868.1281 V Chico Unified School District, 1163 East 7th Street, Chico CA 95926 — 530.891.3006 ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 — 530.895.4675 ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 — 530.846.4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901— 530.741.6000 ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 — 530.532.3000 ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 — 530.538.2300 Ext: 105 ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 — 530.872.6400 OTHER Recorded copy of Agricultural Acknowledgment Statement - See Attached Instructions ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 — 530.868.5447 ❑ FEMA Flood Elevation Certificate (required within 48 hours or permit will be placed on hold until received) ❑ Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant --t � C- ; g Date: _7/6/201 _ Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 JUHL STEPHANIE & CATES MICHAEL RE: 056-280-070 Permit No: B17-1369 To meet the requirements of Butte County Code Section 26-12 (available on line at http://municipalcodes.lexisnexis com/codes/butteco ), one or more of the following may be required before a building permit can be issued for the above referenced project. The construction of curbs, gutters, sidewalks or walkways, public roads, proper access from public roads, and drainage facilities; Dedication of any necessary rights of way; and For commercial or industrial uses or for multiple living uses having three (3) or more living units per parcel, the construction of an enclosure for containers used to hold solid waste and/or recyclable materials for collection. Requirements prior to issuance of building permit: Submit sufficient information to the Land Development Division of the Public Works Department, 7 County Center Drive, Oroville, CA 95965, that demonstrates compliance with County Code Section 26 -12. If construction plans and/or engineering analysis are required, submit information in duplicate in accordance with County Improvement Standards (available on line at htto://www.buttecounty.net/publicworks/divisions/landdevelopment/impstd html ) with a minimum plan checking deposit of $690.40. Important Note: If improvements in compliance with County Code Section 2612 are required, any construction plans and/or engineering analysis must be reviewed and approved by the Land Development Division of the Public Works Department prior to construction of the improvements and the required improvements must be constructed, bonded, or guaranteed with a deposit of an in lieu fee prior to issuance of this building permit. The process can require significant time and must be completed prior to issuance of the building permit. If you have any questions, please contact the Land Development Division at (530) 538 7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. have read and understand the above requirements: Signatur . Date: 7/6/2017 Butte County Fire Department Fire Prevention Bureau Residential Building Requirements 176 Nelson Ave, Oroville, CA 95965 530.538.7888, 530.538.2105 Fax 530.538.6226 Inspection Line Permit Number: B17-1369 Location: 0 TIGER LILY DR Parcel Number: 056-280-070 Owner Name: JUHL STEPHANIE & CATES MICHAEL Description: HWY 32 Date: 7/6/2017 By: JMD Sub Type: SFD-CUSTOM/MODEL Phone: To meet the requirements of Government Code section 51182, Butte County Fire department requires a pre -construction inspection to provide the below building and site requirements to the property owner. Your property is located within the Butte County Fire Departments response area and must meet the below requirements: ❑ Public Resources Code 4290 (emergency access, signing/addressing, fuel modification standards) ❑ Public Resources Code 4291 (defensible space) ❑ California Fire Code LPG tank protection ❑ Butte County Improvement Standards Requirements prior to scheduling the pre inspection: Full plan submittal to Butte County Development Services Building Division To request an inspection call 530.538.6226; this is Fire Prevention Bureau's recorded inspection line; you will need the information at the top of this page. Inspection request that come through any other phone numbers will cause a delay in processing your permit. For the pre inspections, the property owner or authorized agent (contractor) is required to meet the inspector at the construction site. I have read and understand the above pre inspection requirements. Signature. Date: 7/6/2017 77 Butte County Department of Development Services FORM NO PERMIT CENTER DBP -43 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecounty.net/dds IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified at We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION DIRECTIONS: Read and initial each statement below to signer that you understand or verb this information. 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. �,�,_2. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. 1� 3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. MC, 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. C, 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. MC-, 6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. ?��7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. Revised 12.19.2016 Pagel of 2 8. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. 9. 1 understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800- 321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. N(L 10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address: IX6- 11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner - Builders as well as employers. 112. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or �. _ employee of that individual or firm is injured while working on your property, you may be held ' )� J/�' � liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you willbe responsible for verifying whether or not those Contractors are properly licensed and they n status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Signature of property ow Date: '% O Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Tel No: Address of Authorized Agent: I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: Revised 12.19.2016 Page 2of2 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit will not be issued until completed plan submitted APNQ���, -,296 - 07 0// Building Permit # Owner Name:-// /' Cir ae/ zf1'e-s- Submit completed form in person or by mail or fax to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Phone: (530)538-7601 Fax: (530)538-2140 Owner Mailing Address: Pe. 31y V;7 /oie l5z_ f�a C i1 CA 9513 2 Owner Phone: 633) 228- 3 74 Jobsite Address:OI(h, rresi 12c,i_'k C ia Project Sq. Ft.: 1716 Project Type: i;r6onstruction i Demolition 455 4 Z Jobsite Contact: gl"X ae e�1tt5 Company: CLonec- Jobsite Phone: (5 ) 218.317,6 Brief description of project: 57,r le 1yJ.o P By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article Vll) related to recovery of construction and demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final inspection(s) and/or penalties, Applicant: (Owner! Contractor) Signature: ,& X Date: *w/? 1 ' "✓lY� (Circle) (Z) - MATERIAL 1 Reuse Recycle Dispose FACILITIES/SERVICE PROVIDERS TO BE USED 3 Inert Material (Concrete, asphalt) V1_ COUNTY Lumber t/ AUGU 9 Z0.17 Plant/Tree Debris ttt• 14 re" �ww��;' j� rr«, (4iGs c SERVICES Dry Wall t 0tl1 Metal Cardboard Other. Other: Recovery Plan approved: Date: (Building Division)``` Please refer to the Butte County online Recycling Directory for local recycling service providers at:www.RecycleButte.net. � e MMOPWNT SfWV1,xs Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Facsimile www.buttecounty.net/dds www.buttegeneralplan.net ADMINISTRATION * BUILDING * PLANNING MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE The BMP's (Best Management Practices) listed below must be in place during construction. The BMP's listed are minimum requirements and additional BMP's could be required based on site conditions. • Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may be used for this application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application) • All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm drain inlets. • Portable chemical toilets if provided on the site must be -kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. • All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your BMP's. K:\BUILDING\201 1\Approved forms\Res Green Bldg. forms\Erosion & Sediment Control Measures.doc _EXHOT A_DRAWING 'Io :z z P 3 PX.SL O n Ian Q .. rF N eo 0 + Z O In co Z O � 3 3 U1 .n M N K:\BUILDING\201 ]\Approved forms\Res Green Bldg. formsTrosion & Sediment Control Measures.doc h ❑00000000❑ 0000000000 0000000000- - Ono ❑00000 ���� =Q 5F Q kA tn � s -F N � 1 3 P 'roT a0i• � m w n n Z O a !!!1 P 0Q co m 3 P 3 tp O O ' 3 < 3 - 3 ''F O n f0 m ? O i tn i K:\BUILDING\201 ]\Approved forms\Res Green Bldg. formsTrosion & Sediment Control Measures.doc T ra+sTl r , Ka.r�a +nova[ . P.� , iaroaa ; I se s+a au K. r w "► rte. tJ r� — z• A toao �; ,tea >b,� fl v iA � � � '{ MASTER ;F $ BATH ! KITCHUTILITY Dltw "w"anin"E0u[s a ,pro'%[" ttttraosfuwala. [a'+ $ SUITE , A < QOw aooaa a5 �. - ; •�, ON 1 Yr9"—*�R4f -Nnus1rwtticraae� 641Rtt y L Q i. MW,1Q'-0' � O >• ja s• 2•'F J� ra]' +vtrwt riva �.� - �� - 1 + '� r* aaaRclweo[w+tn[ealuw 'COICtRy/E pwM•M9T1tf UinT a GARAGE f3 u, N r• t tr uWC saw W - - [a[. 7.31•' S, tr b Mom gNWq ��•� Z N EaRl1{E9fCNRRMLII[R- AFJ'lFLtt [�MTCW'NM f[RarMwtae.G�tin luDKe[•Y1Rf t.�- [ fit` O � if'f 1'pQ Mh.kARfi�6 �.+ . Ai DL1VtNG «Fr�oa+ti�itow�nlne _ .•. e wcaova.rlp wear tror�nanwn rwayn twrlMtnYty Ma[r.tq{fp. t I: BOW 3 BORM• 2 4• E40 NTRY! YMA7t0 r N. fO'-0• nwt�ea[ e AGO wr..vawntf•tu+.tma[u ,tYSTxcwarw s•. .. wnRtta{p 3• r _ �0 '1% t1 jai, f� j� �_ 1� '"...t f� .:: Wakf 440 1 1•�r t,% k Ma 4�anG YR31A+6 an[bSMOM44YDW100(US asawxmar[rraRsatm,•Ra aae t ori[awwfwuaaauua[a�a tGRf! �� ltRlfO !!N! � ' 1 -3145�'t'ifQ�l�Y `VLi�V/ j Z Q w w PORCH LEGEND a c P-tg4 rr P'r so• r- r t ' MIS, 211 101 - I L % (ytf 3S� dtlU ..i LL�- Q (.�"..ATDCACCE ti? trr _— ,A�T�,D BUTTE - �D XC CRt/Ct4ACCESS W WEAMERSTra 1"star - COUNTY HIUNE HOMES 010. - -- n30667NpAvt[[yE Pl7YALliw[W 9137? - . .-Rmost ,S • 9DR�zonrAt siDeR 9w3oow b A U G. 0 9 2017 t�s3i77W:Mat 1lD PLAN: ;,sR SH . 5*4GIE HUNG WiNODW Fuc • fm "I DOw ' b DATE owa 2o17 .sAfET,rctAa�3 MAREA SUMMARY z � DEVELOPMENT JOBS: 5001-OW6 autYtuaanaoaRs[owwt.wRt�[m M"FLOOR AREA 1116 So. FT. FIRST FLOOR PLAN SERVICES = n.raR[.MattsaaanavnA[ GARAGE FRONT PORCH 464 SQ. FT. 106 So. FT. - - • -- ) 1 ll� I D MIIS(2—c W u . WARNING: DO NOT CUT OR ALTER TRUSSES SEE SCSI -S1 SUMMARY SIMEI GC3MMENIAR3t' AN TRUSSES. REQUIRE EXTREME CARE IN HANDLING, RECOMMENDATIONS FOR HANDLING, INSIALLING AND ERECTION AND BRACING BRACING METAL PLATE CONNECTED TRUSSES ' BUTTE a COUNTY JUL 0 6 2017 _ • DEVEi,OPMENT TRUSS ENGINEERINO SERVICES PERMIT # O i%.. — r a Client* 13UTFE.COU R "VE 6�4IENTSEERVICES '. REVI E FO CODE COMPLIANCE Location. DATE. -1 16NiJi q � 1��.1 4 1gu ,r I.D.7T 6321 Eastside Rd., Redding, CA 96001 !'hone: ' (530) 241-91.91 Fax: (530) 241-6047 Late: Job Info: ,t bfilekInd. wes Inc 7777 GYeenback Lane Timber Products Iaspectvon Shite l0� 105 S.E. Avenae CUrns Heikts, CA -95010 IC -C EVALUATION SERVICE INC_ ESR,4131195.-43 01 uancouve=- WA48684 1-800-772-5351 NER.-QA2i5 (M 0) 449-3081 Mai (360) 449.3953 F. '�.. c hY ,;. ,: r i r_� li I m y CATES 141C AE GABLE q 1 1 R50782616 -- ------.------ .--_ 1 .__—__ Job. Reference optional) _ _ _ EAVER _LU__ UMBER, REDDING CA- ' 7.530 s Jul 112014 MiTek lndusfnes, Ina Thu Jun OS 07:17:47 2017 Page 1 - - ID:QrOlyOzyJRHeyMrNnUA32AzC?Ba-PphONsUnzBDsPMnWwnMXRdWApT61?PtbkuJrW4z8OD 14-0 -- --34-0411 17-0-0 , 17-" --- -- 1� Scale =1:60.7 a1 4x4 = 13 14 15 4x4 = 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 4x4 = 3x8 II 3x6 11 4x4 = LOADING (psf) in (loc) Well L/d TCLL / PLATES GRIP SPACING- 2-0-0 CSI. (Roof Snow=1 0.0 i/ 120 Plates Increase 1.15 TC 0.12 BCDL 10.0 10.) n/r Lumber Increase 1.15 BC 0.04 BCDL 0.0 ' 26 Rep Stress Incr YES WB 0.16 BCDL 10.0 Code IRC2012/TP12007 Matrix (Matrix) 7 IT 0 DEFL. in (loc) Well L/d PLATES GRIP Vert(LL) 0.00 26 n/r 120 MT20 220/195 Vert(TL) -0.00 27 n/r 120 Horz(TL) 0.00 26 n/a n/a Weight: 227 lb FT=D% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.i&BtrG BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. OTHERS 2x4 DF Std G WEDGE Left: 2x4 OF No.1&Btr, Right: 2x4 OF No.i&Btr REACTIONS. All bearings 3440-0. (lb) - Max Horz 2=-100(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 2, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 39, 38, 36, 35, 34, 33, 32, 31, 30, 26, 29, 28 Max Grav All reactions 250 Ib or less at joints) 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 39, 38, 36, 35, 34, 33, 32, 31, 30, 29, 28 except 2=305(LC 1), 26=305(LC 1) FORCES. (ib) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=241t; eave=2ft; Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) zone; Cantilever left and right exposed ;'end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow bads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-" wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ® WARNING - VarVy design Paremetem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1 aVW015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, enaction and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. ®� •e;��p� 0 N �a MiTek' 7777 Greenback Lane Suite 109 June 8,2017 Job - Truss - - Truss Type Qty ply I GATES -- JE1141C _ A6 COMMON 10 R50782615 1 � WEAVER LUMBER, REDDING CA - - - - 7.530 a Jul 112014 MITeltonalIndustries, Inc, Thu Jun 08 07:17:45 2017 Page 1 ID:QrOlyOzyJRHeyMrNnUA32AzC?Ba-TQZFyBTXRZz893d8oMJ3MCQeGgF2XOIIHagkRBz8ODq 1 F11-0 - --- 613 T- 11-6-10 17-0 -0 - f -- - - I 2256 --- 10-13 34-" 27_ a54_-0 H ---fes --- - i — - - 05 i 14-0 6-1-3 5 � 6-" 3 0 Scale =1:60.2 45 =_ 5 7x8 = - _- .. 1Z .. .- ... ... 7x8 = 44 = 3x8 _ 46 4x4 = _ 8-9.14 17-0'-0 ..........._._._-._ ._. ............25-22_ ........_:. .-- -- -- -9.14 __ S-�-2, ............._....._-.................-----.....--------- --- ---- &2-2 LOADING (psf) TCLL 40.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud (Roof Snow -40.0) Plates Increase 1.15 TC 0.89 Vert(LL) -0.23 12 >999 240 TCDL 10.0 Lumber Increase 1.15 BC 0.78 Vert(TL) -0.53 12-13 >767 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.19 8 n/a n/a Rrnt inn Code 1RC2012/fP12007 E (Matrix)., LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD BOT CHORD 2x4 DF No.1&Btr G BOT CHORD WEBS 2x4 OF Std G WEBS WEDGE Left: 2x6 DF SS, Right: 2x6 DF SS REACTIONS. (Ib/size) 2=2170/0-3-8, 8=2170/0-3-8 Max Horz 2=-100(LC 12) Max Uplift2=-204(LC 14), 8=204(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4025!721, 3-14=-3633/651, 4-14=-3441/667, 4-5=2634/553, 5-6=-2634/553, 6-15=3441/667, 7-15=3633/651, 7-8=-4025!721 BOT CHORD 2-13=568/3529, 13-16=-417/3010, 16-17=-417/3010, 12-17=417/3010, 11-12= 419/3010, 11-18=-419/3010,18-19=-419/3010,10-19=•419/3010,8-10=576/3529 WEBS 5-12=-256/1435, 6-12=1156/256, 6-10=-35/518, 7-10=386/197, 4-12=-1156/256, 4-113=35/518,3-13=386/197 PLATES GRIP MT20 220/195 Weight: 160 Ib FT = 0% Structural wood sheathing directly applied or 2-7-6 oc purlins. Rigid ceiling directly applied or 8.9-6 oc bracing. 1 Row at midpt 6-12,4-12 BUTTE COUNTY BUILDING DIVISION ,APPROVED NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft; B=45ft: L=24ft; eave=4ft; Cat II; Exp C; enclosed; MWFRS (directional) and C -C Extedor(2) zone; cantilever left and right exposed. end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category ll; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. - .5) This truss has been'designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) "Semi-rigid pitchbreaks including' heels" Member end fixity model was used in the analysis and design of this truss. ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERENCE PAGE M11-7473 rev. 10103/2013 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chorl members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the -fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from7Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. I^6 Vat MiTek' 7777 Greenback Lane Suite 109 June 8,2017 Job;Truss Truss Type E1141C jA5 CATHEDRAL WEAVER LUMBER, REDDING CA 1-4-0 ' 3-40 • . 4-1-12 R50782614 1 —14a -Ret- mme(opinn a 1). 7.530 s Jul 14 2014 MiTek Industries, Inc. Thu Jun 08 10:29:16 2017 Pagel 2-" 28-8 4-6-0 .. 5-6-0 7 7-0-0 Scale =1:63.3 5x10 = 1.5x4 II 15 14 13 12 7x8 = 2.50 1.5x4 11 10x10 = - 4x4 = _. t7-0.. __-_.._. 2770 3-00 4_ 3.54 *17" j 55-0 --. X049 ----...— 7-O�1- PI_ate Offsets Xy11�—�2_0 Q 6 0-3-6) [2:1�-0 0-2,8],.13:0-_5-1 0-3 0J, 6 0-1-4 00.2=0j-113:0-4-8.Edaej�(16_0-7_12E, dgel LOADING (psf) ( SPACING- 240-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.89 Vert(LL) -0.51 15 >794 240 MT20 220/195 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.88 ff Vert(TL) -1.10 12-13 >367 180 TCDL 10.0 Rep Stress Incr YES WB 0.94 I Horz(TL) 0.51 10 n/a n/a BCLL Rcnl in n Code IRC2012/TP12007 (Matrix) ' Weight: 185 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 DF N6.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-1-14 oc purlins. BOT CHORD 2x4 DF No.1&BV G BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. WEBS 2x4 DF Std G 'Except' WEBS 1 Row at midpt 6-13 13-16,7-13,6-16: 2x4 DF No. t&Btr G WEDGE Right. 2x6 DF SS SLIDER Left 2x4 DF Std -G 3-1-7 REACTIONS. (Ib/size) 2=2175/0-5-8, 10=2186/0-5-8 j Max Horz 2=-100(LC 12) Max Uplift 2=-193(LC 14), 10=-203(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5966/960, 3-4=-6655/1067, 4-19=-6062/960, 5-19=5950/967, 5-6=-6005/1035, 6-7=2566/551, 7-8=2632/544, 8-20=-3822/775, 9-20=-3939/759, 9-10=4044/661 BOT CHORD 2-18=-804/5249,17-18=-809/5264, 16-17=-898/6241, 13-21=384/2876, 21-22=-384/2876, 12-22=-384/2876, 10-12=-514/3529 WEBS 13 -16= -401/3500,7 -13= -300/1582,8 -13= -1066/263,8 -12=184/947,9-12=-470/235,5-16=-473/151,6-16=580/3939, 4-16=-641/183,6-13=2465/392,3-17=-98/960 NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. Ii; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL -1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. . .. _ . 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 Ib uplift at joint 2 and 203 Ib uplift at joint 10. 10) This truss is designed in accordance with the 2012 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI(fPI 1. 11) "Semi-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard AWARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED M/7EK REFERENCE PAGE U11-7473 rev. I wo=15 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent budding of individual truss web andlor lard members only. Additional temporary and permanent bracing Is always required for stability, and to prevent apse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of musses and inose systems, seeANSVIPN Quality Criteria,. 05849 and.BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BUTTE COUNTY BUILDING DIVISION APPROVED Mew 7777 Greenback lane June 8,2017 + Job (Truss Truss TypeQty Ply CATES .. R50782613 JE1141C- IA4 (CATHEDRAL 1 t Job Reference o oral nER LUMBER, REDDING CA - - - 7.530 s Jul 14 2014 MiTek Industries, Inc. Thu Jun 0810:29:01 2017 Page 1 I D: QrOlyOzyJRHeyMrNn UA32AzC?Ba-bgH 504a2RIgwBTFOaPfRkgXPhLbW PDAhYreOXLz8 NBO 5 0-0 7-10-0 _ 21-6-0 28 0 0 33-6-8 i�a-012-0-0 17-0-0 o 5-M 0--' 2-10-0 f— azo---+— 5_" o -aao-6-6-0 5x6 11 6 Scale =1:67.0 6x12 = 16 13 12 11 10 6x8 II 2.50 k2 ' 1.5x4 fl 602 = 1.5x4 II 1.5x4 11 •. .- -._.-------Z-10-Q_-_ ._..-_... 13:10,Q ___...:a15 -1Q=0.7-0 __..�1-0-0.._.__ __ _..._..__ �8-0-0__ 7-10-0 1-a0 _2r4-�1 1-2-0 4.�-0-----6$�---.--- Plate _Offsets_CX Y)-- X2_0 0 14 Edge] [2:3 9-11 0 1 8j�.[8_0 4-13,9.2:4'19"!5,0-148 1-4--:0-6 0_,0 -3-121 LOADING (psf) � TCLL 40.0 SPACING- 24)-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow --4 40) Plates Increase 1.15 TC 0.79 Vert(LL) -0.55 16 >732 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.97 Vert(TL) -1.43 16 >282 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.65 9 n/a n/a - I Code IRC2012/TPI2007 (Matrix) Weight: 186 Ib FT = 0% _13COL 10.0---E -- ----- ----- LUMBER- BRACING - TOP CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 DF Std G *Except* 6-12,11-14:2x4 DF No.1&Btr G SLIDER Left 2x4 DF Std -G 5-7-7, Right 2x4 DF Std -G 5-10-15 REACTIONS. (Ib/size) 9=2025/Mechanical, 2=2175/0-5-8 Max Horz 2=100(LC 13) Max Uplift 9=137(LC 14),2=1187(1_C 14) FORCES. (ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=657311060, 3-4=-6591/996,4-18=-6631/1055,5-18=-6487/1063, 5-6=-4899/727, 6-7=47561714, 7-19=-31261595, 8-19=3282/585, 8-9=-3974/654 BOT CHORD 2-17=91815906,15-17=736/5564,14-15=72215562, 10-11=525/3482, 9-10=52513482 WEBS 3-17=01407, 5-17=-120/836, 5-14=1346/331, 12-14=0/341, 6-14=411/3213, 7-14=23/1640, 7-11=1760/246, 8-11=-6361171, 11-14=-45213530,8-10=0/271,4-17=-380/140 NOTES - 1) .Wind: ASCE 7-10; Vuit--l10mph (3 -second gust) V(IRC2012)=87mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS, (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL --1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of . bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 Ib uplift at joint 9 and 187 Ib uplift at . joint 2. 11) This truss is designed in accordance with the 2012, International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A wARN/NG - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10012015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Molding design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCS( Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BUTTE COUNTY BUILDING DIVISION APPROVED C 754355 MiTeW 7777 Greenback lane 1 /* June 8,2017 rob `Truss ITcuss Type ]Qty 1Ply R50782612 Jtllq Ili IAJ IFItUHAL 14 ' 1 --- _--..-----__-J._�optionalZ-- WFJIVER LUMBER, REDDING CA - .. _--L : - - � - 7.530 s Jul 14 2014 MTek Industries, Inc, Thu Jun 08 1028:42 2017 Page 1 ID.QrOlyOzyJRHeyMrNnUA32AzC?Ba-fOevOaM7vSRdPYlkzwp-TgF_Akh8aSf5uAOYVMyz8NBJ 26.60___ 3a-0-0 F 1 --- --+ =--i-- ------�- - . --i -- i-- -. - 1--- --t-i i+o 5-0-0 2-1a0 42-0 2-6-0 2.6-0 5-0-8 23.8 5x6 11 _ Scale =1:66.7 6 6x12 =1.5x4 [1- 1:5x4 11 1.5x4 II 11 qxq 2.50 12- 3x8 II 5x8 = t _ TAM 16-2-0 ----117-4M 9-" � 21-6-0 -_---_.--- ---7-10-0 - 6 LOADING (psf) BRACING - Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right TOP CHORD 2x4 DF No.f&BV G TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purtins. BOT CHORD 2x4 DF No.1 &Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. APPROVED �/ TCLL 40.0 SPACING- 2-0-0 CSI. I DEFIL in (loc) Udefl Lid PLATES GRIP (Roof Snow=40.0) I Plates Increase 1.15 TC 0.71 i Vert(LL) -0.48 13-14 >784 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.87 i Vert(TL) -1.10 13-14 >343 180 MT20HS 165/146 Rep Stress Incr YES WB 0.81 Horz(TL) 0.62 11 n/a n/a 3-14=0/320, 5-14=140/864,5-13=12321308,6-13=-37212650,7-13=-808/187, 0-11=-481/190,7-12=298/96, BCLL 0.0 _BCDL 10.0 J - Code IRC2012/TP12007 -- _ (Matrix) Weight: 181 Ib FT = 0% LUMBER- BRACING - Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right TOP CHORD 2x4 DF No.f&BV G TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purtins. BOT CHORD 2x4 DF No.1 &Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. APPROVED �/ 15-19: 2x4 DF Std G WEBS 1 Row at midpt 8-11 WEBS 2x4 DF Std G *Except* 5) All plates are MT20 plates unless otherwise indicated. 6-13: 2x4 DF No.1&Btr G, 9-11: 2x6 DF SS G WEDGE between the bottom chord and any other members. 8) Right: 20 DF Std A plate rating reduction of 20% has been applied for the green lumber members. 9) Bearing atjoint(s) 2 considers parallel to value using ANSI/TPI 1 angle to formula. Building designer SLIDER Left 2x4 DF Std -G 5-7-7 ��� QQ " REACTIONS. (Ib/size) 2=2020/0-5-8, 11=2192/0-5-8 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced tin EXP• 03131018 Max Horz 2=100(LC 13) 12) "Semi-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. Max Uplift 2=191(LC 14), 11=-163(1-C 14) LOAD CASE(S) Standard FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5987/1022, 3-4=5935/955,4-22=-5972/11014, 5-22=-5828/1022, 5-6=-4358/707, 6-7=-3674/616,7-23=3914/655, 8-23=-4019/646 BOTCHORD 2-14=-884/5373, 13-14=-681/4929, 12-13=-487/3842, 11-12=-476/3331 WEBS 3-14=0/320, 5-14=140/864,5-13=12321308,6-13=-37212650,7-13=-808/187, 0-11=-481/190,7-12=298/96, 8-12=0/522,8-11=-4019/698,4-14=-374/140 NOTES- OTES- 1 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) V(IRC2012)=87mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft;. + ' 1 -rte COUNTY BUTYL COUN r t Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right DIVISION exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 BUILDING 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially -Exp.; Ct=1.1 '�D 3) Unbalanced snow bads have been considered for this design. APPROVED �/ 4) This truss has been designed for greater of min roof live bad of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Bearing atjoint(s) 2 considers parallel to value using ANSI/TPI 1 angle to formula. Building designer OpRQFESS �� ���p grain grain should verify capacity of bearing surface. ��� QQ " 1 O) PPrloov de mechanical connection (by others) of truss to bearing plate capable of withstanding 191 Ib uplift at joint 2 and 163 Ib uplift at W �,+ 7�J�. �J (P 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced tin EXP• 03131018 standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Cdr CAI. June 8,2017 WARNING -Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7477 rev. 10/03/2013 BEFORE USE. -- Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual bung component, not a buss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Of ...... .... building design. Bracing indicated Is to prevent budding of individual buss web andlor chord members only. Additional temporary and permanent bracing ■ f'�� 1." Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I V I IC " fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSVrPf1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane - - - Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Suite 109 JQtyJob Trss rss TYPe Ply GATES """C - iA2 : CATHEDRAL - '1 1 i --_ R50782611 II'-- ------ Job Reference o tional - --- --- _—i--- ----------- - - _ — - — ---L-- -- -- s ----- --- -- WEAVER LUMBER, REDDING CA - - > - --- -• -- ° ° 7.530 s Jul 14 2014 MiTek Industries, Inc. Thu Jun o8 10:28:27 2017 Pagel ID:Qr01yOryJRHeyMrNnUA32AzG?Ba-b7EEFSAjRrYl6FfsaG2TMV7ZEeO3RtOhjZPCKJz8NBY --Zj_ - - --i-34, 2-10-0 3-9-8_ .. 5.4-8 - - 4-6-0- _.. 2-" 2-0-0 5-0-8 2-5-8 5x6 11 Scale =1:62.5 6 i 1 r I cv L.au liz 5x8 = 3x8 II 7-10-0—i 16-M 24-0-0 -6-8 3 34-0-0 - - - -- - —---— -- _ Ql 2 LOADING (psf) TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1 &BtrG - WEBS 2x4 DF Std G'Except* TCLL 4 0.0 SPACING- 2-0-0 CSI. DEFL. in GRIP (Roof Snow=4 Plates Increase 1.15 TC 0.92 Vert(LL) -0.48 13-14 >786 240 MT20ES 220/195 10) TCLL 10.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -1.10 13-14 >344 180 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.62 11 n/a n/a BCDL _ 10_0 ___ Code IRC2012/TPI2007 _ Matrix (Matrix) Weight: 161 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1 &BtrG - WEBS 2x4 DF Std G'Except* 6-13: 2x4 DF No.1&Btr G, 9.11: 2x6 DF SS G WEDGE Right: 2x4 DF Std SLIDER Left 2x4 DF Std -G 5-7-7 REACTIONS. (Ib/size) 2=2020/0-5-8, 11=2192/0-5.8 Max Herz 2=100(LC 13) Max Uplift 2=-191(LC 14), 11=-163(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 1 Row at midpt 8-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5993/1025, 3-4=-5927/951.4-15=-5947/1002,5-15=-5816/1010, 5-6=-4362/703,6-7=-3677/617, 7-16=-3914/655, 8-16=-4018/646 BOT CHORD 2-14=-88715379,13-14=702/5007,12-13=48613841,11-12=-476/3332 WEBS 3 -14/312,5 -14=108/763,8 -13= -1294/322,6 -13=-363/2627,7-13=-8061185,9-11=-481/190,7-12=-296/96, 8-12=0/521,8-11=-4020/699,4-14=-332/122 NOTES - 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) V(IRC2012)=87mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and tight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL -=1.60 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. . 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by I -M wide will fit between the bottom chord and any other members... 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 Ib uplift at joint 2 and 163 Ib uplift at joint 11. 11) This truss is designed in accordance With the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixitv model was used in the analvsis and design of this truss. LOAD CASE(S) Standard ® WARNING - Vertry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1 010 3120 13 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see - ANSI/TPft Quality Criteria, DSB-09 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ------------` -_- —T BUTTE COUNTY BUILDING DIVISION APP RO V ED Nit MiTek' 7777 Greenback Lane June 8,2017 5x6 11 6 5x10 = 2.50 125x8 'L 3x8 II " - = 710-0 16-0-0 24-0-0 31-6-8 32 34-0-0 -------- 7-1_0-0 -------6-2-0 ---- ---�-----------...._.------ �-0'$-- 0- 2-0-0 -------- _Plate Offsets LX-y��2:a0 6 0 3 �2 3-1.1-1- 1-t3) (3:0_3_12 0-2-41. j10:0-$ G Edgej, j1_0.0 -0-Q0_1-15),_[14_0 LOADING (psf) SPACING- 24)-0 CSI. DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.48 14-15 >793 240 MT20 220/195 (Roof Snow --40.0) Lumber Increase 1.15 BC 0.87 I Vert(TL) -1.09 14-15 >345 180 MT20HS 165/146 TCDL 10.0 f Rep Stress Incr YES WB 0"85 Horz(TL) 0.61 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 (Matrix) Weight: 163 Ib FT = 0% -�BCDL __ 10.0-=----------------------___;_._....----------------------------- ------ LUMBER- BRACING - TOP CHORD 2x4 DF No.1&BtrG TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc purlins. BOT CHORD 2x4 DF No.1&BtrG BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G *Except* WEBS 1 Row at midpt 8-12 6-14:2x4 DF No.1&Btr G, 9-12:2x6 DF SS G WEDGE Right: 2x4 DF Std SLIDER Left 2x4 DF Std -G 5-7-7 REACTIONS. (ib/size) 2=2007/0-5-8,12=2339/G-5-8 Max Horz 2=100(1-13 12) Max Uplift 2=-186(LC 14), 12=215(LC 14) Max Grav 2=2010(LC 19), 12=2339(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5953/982, 3-4=58931920,4-16=59271979, 5-16=5773/987, 5-6=-4296/677,6-7=-36241592, 7-17=-3795/613, 8-17=-3900/605, 8-9=-228/507, 9-10=-288/436 BOT CHORD 2-15=-836/5342, 14-15=-641/4893, 13-14=-445/3757, 12-13=-416/3177, 10-12=-306/278 WEBS 3-15--0/313, 5-15=144/869, 5-14=-1258/310, 6-14=-351/2606, 7-14-768/177, 9-12-500/200,7-113=-3271122, 8-13=0/551,8-12=-4215/803, 4-15=374/140 NOTES- BUTTE COUNTY 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) V(IRC2012)=87mph; TCD L=42psf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; BUILDING DIVISION Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 APPROVED [� 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 AP- f 9 ®f / C �! G 3) Unbalanced snow loads have been considered for this design" " 4) This truss has been designed for greater of min roof live load of 16"0 psf or 1.00 times flat roof bad of 40.0 psf on overhangs non -concurrent with other live loads" 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M wide will fit between the bottom chord and any other members. OpFESSIaN 8) A plate rating reduction of 20% has been applied for the green lumber members. 4r,� D 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. tJ► y 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 Ib uplift at joint 2 and 215 Ib uplift atW 75435 joint 12. 17 11) This truss is designed in accordance with the 2012 international Residential Code sections R502.11.1 and R802"10.2 and referenced 'EV.OW31In18 standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOADCASE(S) Standard - OFOj�t June 8,2017 ! ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED UREK REFERENCE PAGE MIF7473 rev. 10/0"015 BEFORE USE. ' �• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of indrvidMew ual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89.and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Suite 109 —Citrus Heights CA__95610— __--. Job Tniss (Truss Type !Qty Ply CATES R50782610 JE1141G - - Al - -- CATHEDRAL i5 - 1 _ -_ Job Reference_Coptional) — WEAVER LUMBER, REDDING CA WEAVER ' - - - -� - ` - 7.530 s Jul 14 2014 MTek Industries, Inc. Thu Jun 08 10:28:10 2017 Page 1 ID:QrOlyOzyJRHeyM rN nUA32AzC?Ba-bsipgez2SdP9adra5CEUAwwvinoD9zAZBpPopEoz8NBp 21:"- -i 26469 -f--5-000e —r-324-�5-85-01�-0F1t1p -0 { Scale =1:62.1 5x6 11 6 5x10 = 2.50 125x8 'L 3x8 II " - = 710-0 16-0-0 24-0-0 31-6-8 32 34-0-0 -------- 7-1_0-0 -------6-2-0 ---- ---�-----------...._.------ �-0'$-- 0- 2-0-0 -------- _Plate Offsets LX-y��2:a0 6 0 3 �2 3-1.1-1- 1-t3) (3:0_3_12 0-2-41. j10:0-$ G Edgej, j1_0.0 -0-Q0_1-15),_[14_0 LOADING (psf) SPACING- 24)-0 CSI. DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.48 14-15 >793 240 MT20 220/195 (Roof Snow --40.0) Lumber Increase 1.15 BC 0.87 I Vert(TL) -1.09 14-15 >345 180 MT20HS 165/146 TCDL 10.0 f Rep Stress Incr YES WB 0"85 Horz(TL) 0.61 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 (Matrix) Weight: 163 Ib FT = 0% -�BCDL __ 10.0-=----------------------___;_._....----------------------------- ------ LUMBER- BRACING - TOP CHORD 2x4 DF No.1&BtrG TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc purlins. BOT CHORD 2x4 DF No.1&BtrG BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G *Except* WEBS 1 Row at midpt 8-12 6-14:2x4 DF No.1&Btr G, 9-12:2x6 DF SS G WEDGE Right: 2x4 DF Std SLIDER Left 2x4 DF Std -G 5-7-7 REACTIONS. (ib/size) 2=2007/0-5-8,12=2339/G-5-8 Max Horz 2=100(1-13 12) Max Uplift 2=-186(LC 14), 12=215(LC 14) Max Grav 2=2010(LC 19), 12=2339(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5953/982, 3-4=58931920,4-16=59271979, 5-16=5773/987, 5-6=-4296/677,6-7=-36241592, 7-17=-3795/613, 8-17=-3900/605, 8-9=-228/507, 9-10=-288/436 BOT CHORD 2-15=-836/5342, 14-15=-641/4893, 13-14=-445/3757, 12-13=-416/3177, 10-12=-306/278 WEBS 3-15--0/313, 5-15=144/869, 5-14=-1258/310, 6-14=-351/2606, 7-14-768/177, 9-12-500/200,7-113=-3271122, 8-13=0/551,8-12=-4215/803, 4-15=374/140 NOTES- BUTTE COUNTY 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) V(IRC2012)=87mph; TCD L=42psf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; BUILDING DIVISION Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 APPROVED [� 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 AP- f 9 ®f / C �! G 3) Unbalanced snow loads have been considered for this design" " 4) This truss has been designed for greater of min roof live load of 16"0 psf or 1.00 times flat roof bad of 40.0 psf on overhangs non -concurrent with other live loads" 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M wide will fit between the bottom chord and any other members. OpFESSIaN 8) A plate rating reduction of 20% has been applied for the green lumber members. 4r,� D 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. tJ► y 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 Ib uplift at joint 2 and 215 Ib uplift atW 75435 joint 12. 17 11) This truss is designed in accordance with the 2012 international Residential Code sections R502.11.1 and R802"10.2 and referenced 'EV.OW31In18 standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOADCASE(S) Standard - OFOj�t June 8,2017 ! ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED UREK REFERENCE PAGE MIF7473 rev. 10/0"015 BEFORE USE. ' �• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of indrvidMew ual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89.and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Suite 109 —Citrus Heights CA__95610— __--. 'Truss [1'J.'bl 49C.::::::::: fA WEAVER LUMBER, REDDING CA _... -k:1.4-0 , •"Y 1-4-0�5-0-0 - �2-10-0 1 ; Type Ply lc _ Qty 7.530 s Jul 14 2014 M ID:QrOlyOzyJRHeyMrNnUA32AzC?Ba-H41K5wl ... 4S&00 —2-6-0.:.. 2-6-0 5x6 11 6 R50782609 Inc. Thu Jun 0810:25:30 2017 Pagel NyhAHJuIbNTpydOW t Ld4z8NEJ 2-5-8 'l-4-0 Scale =1:63.1 6x12 = 1.5x4 11 2.501121.5x4 11 12 4x4 — 1.5x4 11 5.8 _ 3x8 II 5-3-0 7-10-0 9-3-0 I 11-3-0 16-0-0 'j 24-0-0 - 31-0-8 3 X34=00 2-7-0 15-0 ' 2-0-0 4-9-0 8-0-0 _—=7-6-8 --- 0 - Plate Offsets X Y 12:Q--0-14�Eda-a t3-11_10 U -1-8j -3:0=3 12,07241. 10_0 3 6 Edg- f10:0 0 0 Q71_1%d!4-:0_9 0 00.3 9j,_j190-2-5,0-0 121_ LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) 11defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.92 Vert(LL) -0.47 14-15 >796 240 MT20 220/195 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.95 I Vert(TL) -1.09 14-15 >346 180 MT20HS 165/146 TCDL 10.0 Rep Stress Incr YES WB 0.85 HOrz(TL) 0.61 12 n/a n/a TCLL 0.0 ' Code IRC2012/TPI2007 (Matrix) Weight: 181 Ib FT = O% BCDL 10.0 (. LUMBER- BRACING- TOP CHORD 2x4 DF No.1&BtrG TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G *Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 16-17: 2x4 DF Std G 7-3-0 oc bracing: 2-15 WEBS 2x4 DF Std G *Except* WEBS 1 Row at midpt 8-12 6-14: 2x4 DF No.1&Btr G, 9-12: 2x6 DF SS G WEDGE Right: 2x4 DF Std SLIDER Left 2x4 DF Std -G 5-7-7 I REACTIONS. (Ib/size) 2=2007/0-5-8,12=2339/0-5-8 Max Herz 2=-100(LC 12) Max Uplift 2=-186(LC 14),12=215(!_C 14) Max Grav 2=2010(LC 19), 12=2339(LC 1) jFORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5962/985, 34=5881/916, 4-21=5893/968, 5-21-5761/975, 5-6=4301/673, BUTTE COUNT' 6-7=3627/593, 7-22=-3795/613, 8-22=-3900/605, 8-9=-2281507,9-10=-2881436 BUILDING DIVISION BOT CHORD 2-15=838/5351, 14-15=-662/4986, 13-14=445/3756, 12-13=-416/3178, 10-12=-306/278 WEBS 3-15=0/305, 5-15=-112/768, 5-14=1322/325, 6-14=-342/2583, 7-14=767/175, APPROVED �('�� 9-12=500/200, 7-13=-325/122, 8-13=0/549, 8-12=-4216/803, 4-15=3311122 /'l NOTES- - -1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct--1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ' 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 ib uplift at joint 2 and 215 Ib uplift at joint 12. 11) This truss is designed in accordance With the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. j LOAD CASE(S) Standard _ ® WARNING - Verfl y design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeW connectors. This design B based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of individual truss web andlqr chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see _-__ _ - ANSVTPII Quality Criteria, OS949 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. y C 75435 fi EXP. 03/3112018 Rif+ Mew 7777 Greenback Lane June 8,2017 IJE1141C AP FINK 1 i R50782617 L—.—_-__ Job Reference-(oplional)__ __ J WEAVER LUMBER, REDDING CA - --- ---- -- 7:530 s Jul 112014 MiTek IndusMes, Ina Thu Jun 08 07:17:49 2017 Page 1 1-_ 5-4-4I©QrOlyOzyJRHeyMrNnUA32AzC?Ba-LBpmoYWIVOTaegwvlCO?W2bNwHgdTGOUBCoyayz8ODm 34-0-0 5-0-0 5-4-0 0-11-13 V _ . —17-0-0 --r1-4-00 4x4 7 8 9 Scale =1:61.8 4x4 = 4x4 = 4x6 = 29 28 27 '26 25 24 23 22 ...... 14-214 ...-. -- 7-1-9 _ 7 1 5 - - - ` - -1 I)....... Plate Offsets X Y)- 2 i ----- _ _. L.._._ -- -� - ----- ---- ----- LOADING (psf) - -.— TCLL 40.0 SPACING- 2-0-0 CSL DEFL. in (Foc) Ifdefl Lid PLATES GRIP (Roof Snow=40.0) Plates Increase 1.15 TC 0.65 Vert(LL) -0.11 31-32 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0,24 31-32 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.38 Horz(TL) 0.08 29 n/a n/a BCDL — 10.0.— Code IRC2012lrP12007 (Matrix) Weight: 226 Ib FT = 0% LUMBER- BRACING- ---- ._...-_. ------------- - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD 2x4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 DF Std G *Except* 10-0-0 oc bracing: 2-32,31-32,29-31. WEDGE 4-29: 2x6 DF SS G JOINTS 1 Brace at Jt(s): 33, 37, 39 Left: 2x4 DF No.1&Btr REACTIONS. All bearings 30-3-8 except (jt=length) 2=0-3$. (lb) - Max Horz 2=100(LC 12) Max Uplift All uplift 100 Ib or less at Joint(s) 29, 27, 26, 25, 24, 22 except 2=-143(LC 14), 28=-237(LC 5), 23=406(LC 20) Max Grav All reactions 250 Ib or less at joint(s) 27, 26, 25, 23 except 2=1534(LC 19), 29=1863(LC 1), 24=285(LC 20), 22=886(LC 20) .BUTTE COUNTY FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. BUILDIA'GDI i/ p€BIOA, -TOP CHORD 2-3=-2610/401,3-41=2304/370,4-41=2111/379, 5-6=-19/262, 6-7=28/271, 1 ' V 8-9=35/262, 9-10=31/253,12-13=48/318,14-15=-83/252,15-16=-108/253, APPROVED 17-18=-162/272, 19-20=242/331 BOT CHORD 2-32=-292/2256, 32-42=137/1682, 4243=137/1682, 31-43=137/1682, 30-31=244/2511, 29-30=-244/2511 WEBS 440=2379/412, 39-40=-2414/418, 35-09=-2481/438, 35-36=2579/464, 33-36=-2732/508, 33-34=-2810/510, 3437=2828/526, 37-38=2848/544, 29-38=-2828/548, 8-33=294/6, 7-35=254/67, 3-32=-402/192, 31-36=•691/176, 4-32=-85/600, 4-31=57/854, 12-29--595/135,19-22=-579/176 NOTES - .1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=4.2psf,- BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. 11; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right 0?,OFESS/Q exposed;C-C for members'and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 tvCSE 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 �2 �'T O+D(j� 3) Unbalanced snow bads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf-on overhangs w �,' %5 m non -concurrent with other live loads. - I[=M 5) All plates are 1.5x4 MT20 unless otherwise indicated. EXP 03131/2018 6) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. tF 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL - 10.Opsf. S 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and desig"I this truss. 01P t' — June 8,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAre" Design valid for use only with MTek® GE Mll•7473 rev. 10M3/2015 BEFORE USE connectors. This design is based only upon parameters shown, and is for G individual building component, not ,. • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary 9nd permanent bracing ■'�•e• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the (YI 1 . .'tabdication; storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Qualtty Criteria, DSB$y.@.nd BCSI Building Component -7777 Greenback cane safety Inrormatton available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 — ---._I Citrus He' W_CA._95810.—, - _ -r�! IJob JE1141C ..- ...... SPACING- TrussTruss B ; _ Type r._.. COMMON. - Qty IPIy 10 ICATES 1 Job Reference1optional)-- R50782618 rvcnven k.umnn<, rktuuav ua - .:: _.._ r.asu.s.mi i i zuia mi i eK mausmes, ina i nu jun ua ur:i t:w zu-ir rage? - ID:QrOlyOzyJRHeyMrNnUA33AaC?BayOM8OuWfG6bRGgV5bvvE3F8Zmhl GCjzl QsYV6Pz8ODl _22-M 23-4-0 E- 1.4-0 ---j- - — 5-9-14 5-2.2 -----i- 5-2-2---�-i- ------ 5-9-14 14-0---i Scale =1:40.5 4x5 4 4x4 — X. — 4x4 — Ia ._ – ..-... ...... .. _ LOADING (psf) ..- ...... SPACING- .__._..... 240-0 ... .... _._.... .____._.. CSI. ..._._._ DEFL. in (loc) Vdefl ........... Ud ..._..... ...... _._ ......... PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.10 B-10 >999 240 MT20 220/195 (Roof Snow --40.0) Lumber Increase 1.15 BC 0.46 Vert(TL) -0.25 2-10 >999 180 TCDL 10.0 ' Rep Stress Incr YES WB 0.33 HOrz(fL) 0.07 6 n/a n/a BCLL 0.0 Code IRC2012/TP12007 (Matrix) Weight: 92 Ib FT = 0% BCDL 10.0 - _ ----- -- - —--- -- - ------------ --- ----- LUMBER- BRACING - TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins. BOT CHORD 2x4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G WEDGE Left: 2x4 DF Std, Right: 2x4 DF Std REACTIONS. (ib/size) 2=1450/0-3-8, 6=1450/0-3-8 - Max Horz 2=67(LC 13) Max Uplift2=-150(LC 14), 6=-150(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2398/429, 3-4=-2080/412, 4-5=-2080/412, 5-6=-2398/429 BOT CHORD 2-10=308/2064, 10-11-144/11444,111-12=-14411444, 9-12=-144/1444,8-9=-144/1444, 6-8=316/2064 WEBS 4-8=-100/754, 5-8=556/203,4-10=-10W754, 3-10=-556/203 NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. Il; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been conbidered for this design. - 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) "Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. ®WARNING -VerOy design parameter and READ NOTES ON THIS AND INCLUDED mrrEK REFERENCE PAGE MII-7473 rev. 10)0=15 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent gracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trussesand truss systems, see ANSVrPII Quality Cr Werfa, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ---- --- — —77 -- BUTTE COUNr1 BUILDING DIVISION APPROVED ' C 75435 " r 8XP.08/31/2�1$ Mew 7777 Greenback Lane June 8,2017 - ID:QrOlyOzyJRHeyMrNnUA32AzC?Ba-IawXDEX11Pklt-419dQTbTgsp5UzxFRBtWH3frzBODk 22-0-0_ _23-4-0_ 1-1-0 - 11-0-0 Scale =1:40.5 4x4 = 9 4x4 = 31 30 29 28 27 26 25 2423 22 21 20 19 18 4x4 = 3x8 II 4x4 == 3x8 II -- �---- --- -- -------------'- PlateOffsets�X YZ- [2:0-0-0,0 115] 12:0 3-0 Edge] j160-0-0,0-_i_-15kL160.-3 6,Edge]_ LOADING (psf) SPACING- 1 2-0-0 _CSI. ' ' - DEFL. -in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.12 Vert(LL) 0.00 16 n/r 120 MT20 220/195 (Roof Snow --40.0) Lumber Increase 1.15 BC 0.04 Vert(TL) 0.00 16 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 16 n/a n/a BCLL 0.0 ' Code IRC2012rT P12007 (Matrix) Weight: 119 Ib FT = 0% BCDL -- 10.0— -- ----- -- ----- --- -- ----- - -------- -- ----- - - ---- LUMBER- BRACING - TOP CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 DF Std G WEDGE Left: 2x4 DF No.1&Btr, Right: 2x4 DF No.1&Btr REACTIONS. All bearings 2240-0. (lb) - Max Horz 2=67(LC 13) Max Uplift All uplift 100 Ib or less at joints) 2, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19 except 2=326(LC 1), 31=299(LC 19),18=299(LC 20),16=326(LC 1) FORCES. (lb) -Max. Comp./Max. Ten:- All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) V(IRC2612)=87mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; 13=45ft; L=24ft; eav6=2ft; Cat. 11; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with ether five loads. - 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII.7473 rev. 10N3II015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall - building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89`and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BUTTE COUNTY BUILDING DIVISION APPROVED G 75435 , M. 03131/2018J " MiTek' 7777 Greenback Lane June 8,2017 STANDARD GABLE END DETAIL II wSAC - 20G ! 12/16/2005 1 PAGE 1 OF 2 molar p �ttt;S� -�0 #1 SHEATHING .p (BY OTHERS;----. *DIAGONALOR;L--BRACING —� 0' �n REFER TO TABLE BELOW �p SEEPAGE? FOR - . $ {.S7 0 . / 2017 24"MAX ALTERNATE BRACING ri I tt I 1X4 OR 2X2 (fYP) OR TOE -NAILS HFACE OR 2-1Od CN{ 2X4 LATERAL BRA CING OPCA1 AS REQUIRED PER _._. TABLE BELOW A A 6 VARIES 12 3112" �1 112" TO CONI . � Dc TRUSS H T -N6TCH AT 3x 3x5- 24" O.C. (MIN.) CONT. BRA TOP CHORD I . AN TO MATCHCOMMQN I NOTCH DFTAII (�—VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADING(psf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code ASCE 7-02 TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFUSPF/HF - STUD/STD MITok in Western 24'0.C. _TYP _ END WALLIGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT# OF NAILS AT END UP TO 7'-011 - — .. I OVER 8'-6" 4 - 1 6d NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OFTHfs DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.- ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTIIRAAL GABLE ENDS ANO TO GA8LE ENDS WrM A MAX. VERT. STUD HEIGHT OF V-67: TOPCHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED WiRIGID MATERIAL ON ONE FACE BEFORE NOTCHING 1F STUDS AlE TO BE $PACED AT 24" O.C. ATTACH SCAB (SQUALOR AND TO THE TR US' T.C.) To ONE FACE OF THE TOP CHORD WITH I OD NAILS.SPACED AT 6" O.C. IF STUDS ARE SPACED AT 24` QC. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES.." 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 _ _o.• - •-' --- i ........ ..o.,..w.n�gM. wx w,rsaasre" a ovseq etectot. Additional poutia+rent tiro, of the mfr 3tNdnrgS Iti fnt iicotion.qubi+Y control.-ito/Cape. w y,+� o0or4 and pmchv, sway IMatrwtlon t to tom tens Plate 414111u1a $93 ffOmfrb E I7 roxa txss: _ :fpnet4rsry d the t Compo I MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE _WITH LATERAL BRACE WITH L - BRACE 12 INCH a.C. 5-10-0— �p g_� p_p H CH O.C. _ _ 24 INCH O.C. NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OFTHfs DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.- ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTIIRAAL GABLE ENDS ANO TO GA8LE ENDS WrM A MAX. VERT. STUD HEIGHT OF V-67: TOPCHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED WiRIGID MATERIAL ON ONE FACE BEFORE NOTCHING 1F STUDS AlE TO BE $PACED AT 24" O.C. ATTACH SCAB (SQUALOR AND TO THE TR US' T.C.) To ONE FACE OF THE TOP CHORD WITH I OD NAILS.SPACED AT 6" O.C. IF STUDS ARE SPACED AT 24` QC. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES.." 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 _ _o.• - •-' --- i ........ ..o.,..w.n�gM. wx w,rsaasre" a ovseq etectot. Additional poutia+rent tiro, of the mfr 3tNdnrgS Iti fnt iicotion.qubi+Y control.-ito/Cape. w y,+� o0or4 and pmchv, sway IMatrwtlon t to tom tens Plate 414111u1a $93 ffOmfrb E I7 roxa txss: _ :fpnet4rsry d the t Compo I 2X4 G0NTINUDU5 W/Z 16D5 EqCH I: MAY BE ff vOGATED A5 HIGH AS PO WEB SED IN UEW OF UPPER RAW pF BLOCKING: ROOF SHEETING 2X BLOCKING NOT PEP PLANS PEQ`D PROVIDE 2X4 DF. W/ GOVT- LAT, BRAG, W/3 16d TO BLOCK gTEB �" BRACING TOP TYP, EVERY O. TTOM NOT REQUIRED WHERE "H° I5 LE55 THAN 24' "H" ZX BLOGKING ,1X// _ 2 -IGD- SINKERS PREMANUFAGTURED EA END 4 TRU55E5 c� 24" O.G. ' BMW, BEARING WALL j' 2X DBL TOP ZX 5TOD5 o 1G" PLATES. � .p.G. TYP. U. NOTE., N. 0. .BRAGING TO PREVENT ROTATION LATERAL MOVEMENT IN AGGORDgNGE W/ U6G SEG 2320.12.8 NOT TO BE USED FOP, HOR I OP VERTIGL SHEAR TRANSFER .f TYP BLOCKdNC, AND BRACING pE�'AIL GENERAL NOTES NOTAS GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES Trusses are not marked In any way to identify the Los trusses no estdn marcados de ningdn modo que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES frequency or location of temporary lateral restraint identifiquelafrecuenciaolocalizad6nderestricci6nlateral (S) DONT overload the crane. 7771 and diagonal bracing. Follow the recommendations y arriostre diagonal temporales. Use las recomendadones for handling, installing and temporary restraining de manejo, instalacfoo restriction yarriostre temporal de NO sobrecargue la gr6a. and bracing of trusses. Refer to BCSI - Guide to los trusses. trey el Polleto BC51-Guia de Buena PrddicaNEVER use banding to lift a bundle. Cnrx1 Practice for Handling Installing Restrainina oat el MaiInstaladdn Re triccf6n yArriostre de los ' & Bracino of Metal Plate Connected Wood Trusses de Madera COnectados con P/acas de Metal*** NUNCA use las atadures para levantar un paquete. Trusses*** for more detailed information. para information mos detallada A single lift point may be used for bundles of Truss Design Drawings may specify locations of Los dibujos de diseno de los trusses pueden especificar top chord pitch trusses up to 45' (13.7 m) and permanent lateral restraint or reinforcement for las localizations de restricci6n lateral permanents o parallel chord trusses up to 30' (9.1 m). I mi m ros individuales del truss. Vea la f r to the I- refuerzo en os e b individual truss members. Ree BCS t least two lift points for bundles of to Use a p p B3*** for more information. All other permanent hoja resumen BCSI-83*** para mos infonnactin. EI chord pitch trusses up to 60' (18.3 m) and paral- A WARNING Do not over load supporting bracing design is the responsibility of the building resto de los disenos de arriostres permanentes son la lel chord trusses up to 45' (13.7 m). Use at least structure with truss bundle. designer. responsabilidad del diseriador del edificfothree lift points for bundles of top chord pitch y trusses >60' (18.3m) and parallel chord trusses estrucIADVERa apoya. Non el la >45'(13.7 m). trussetura apoyada con el paquete de AWARNING The consequences of improper trusses. handling, erecting, installing, restraining Puede user un solo lugar de levantara r papa- j.7 Place truss bundles in stable position. and bracing can result in a collapse of the • quetes de trusses de la cuerda superior hasta 45' ( q structure, or worse, serious personal injury or 4 ` " y trusses de cuerdas paralelas de 30'o mens. Puss paquetes de trusses en ung position death. Use por to menos dos puntos de levantar can estable. grupos de trusses de cuerda superior inclinada 7ADVERTENCIA! EI resu/tado de un manejo, • *??. ) hasta 60'y trusses de cuerdas paralelas hasta levantamfento, instalad6n, restricci6n y arrisotre M" j%' 3 45' Use por to menos dos puntos de levantar con grupos de trusses de cuerda superior!nclinada incomedo, puede ser la cafda de la estructura o r mas de 60'y trusses de cuerdas paralelas mas de 45' afro peor, heridos o muertos. 9 «� A GAIdB' r Exercise care when remov- �h- MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES ing banding and handling trusses to avoid RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES damaging trusses and prevent injury. Wear Using a single pick -point at the peak can damage the truss. personal protective equipment for the eyes, .9 9 9 P P P 9 feet, hands and head when working with EI use de un solo lugar en el pico para levantar puede trusses. hacer dano at truss. eo or less rAU70LW Utilice cautela at quitar las atadures o los pedazos de metal de sujetar para evitar dano a los trusses y prevenir la herida personal. A rox 1/2 Lleve el equipo protectivo personal para Ojos, truss length res, mans cabeza cuando baba a con A C'.GU170H Use ItrdMIJ W utillce Te p' y j . TRUSSES UP TO 30'(9.1 m) � trusses. special care in cu/dado especial en TRUSSES HASTA 30 PIES windy weather or dias ventosos o cerca 7 near power lines de cables electricos o Attach and airports. de aeropuertos. Locate Spreader bar 10' (3 m) reader bar above or stiffback o.e. max. mid -height Toe -in T� oe-In Spreader bar Spreader bar 1/2 to for frUSS � 2 3 truss length Tagline I I Spreader bar 2/3 to TRUSSES UP TO 60'(1 8.3 m) -� Ijr- 3/4 IHSS length -� TRUSSES HASTA 60 PIES Tagline HANDLING MANEJO TTRUSSES UP TOAND OVER E60PIE m) �Q��� TRUSSES HASTA Y SOBRE 6o PIES � r. nOM 0Hold each truss in position with the erection equipment until top chord temporary lateral restraint Avoid lateral bending. - O O Evite la Flexion lateral. is installed and the truss is fastened to the bearing points. 21 Use proper rig- Use equipo apropiado Sostenga cada truss en posiddn con equipo de grlja hasty que la restricci6n lateral temporal de la The contractor Is responsible for prop- ging and hoisting para levantar a cuerda superior este instalado y el truss estd asegurado en los soportes. erly receiving, unloading and storing the trusses equipment. Improvlsar at the jobsite. Unload trusses to smooth surface INSTALLATION OF SINGLE TRUSSES BY HAND to prevent damage. RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES EI contradsta bene la responsabilidad de :" . INDIVIDUALES POR LA MANO recibir, descargar y almacenar adecuadamente los trusses en la obra. Descargue los trusses en - _ la tiers liso para prevenir el dafio. Trusses 20' - c - Trusses 30' (6.1 m) or (9.1 m) or f less, support less, support at near peak. quarter points. 1 Soporte Soporte de f cerca at Pico los cuartos los trusses I F Trusses up to 20' -1p. ( de tramO los I E Trusses up to 30' -0- ~ de 20 pies o (6.1 m) trusses de 30 (9.1 m) ' (S) DO NOT store NO almacene mens. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies unbraced bundles verticalmente IDS Trusses may be unloaded directly on the ground upright. trusses sueltos. TEMPORARY RESTRAINT 8e BRACING at the time of delivery or stored temporarily in contact with the ground after delivery. If trussesRESTRICCION Y ARRIOSTRE TEMPORAL are to be stored for more than one week, place J ' blocking of sufficient height beneath the stack °( " 44 • Refer to BCSI-62*** for more information. of trusses at 8' (2.4 m) to 10' (3 m) on -center * I,I� r i ® Top Chord Temporary (D.C.). w' "rel* Vea el resumen BCSI-B2*** para mds information. Lateral Restraint (TCTLR) Los trusses pueden ser descargados dileetamente :( Q Locate ground braces for first truss directly in line 2x4 min. en e/ suelo en aquel momen[o de entrega o "\ with all rows of top chord temporary lateral restraint almacenados temporalmente en contacto con el M, sue/o despues de entrega. Si los trusses estardn *' _!v ,. (see table in the next column). uardados para mds de una semana, n a <_ 2 O.c', typ' b fro g - Coloque los arrlostres de Berra para el primer b/oqueando de altu2 suficieMe detras de la pita _ -... de los trusses a 8 hasta 10 pies en centro (o.c).truss directamente en linea con cada una de las DO NOT store on NO almacene en tierra fi/as de restricci6n lateral temporal de la cuerda -90° Brace first Q For trusses stored for more than one week, cover uneven ground. desigual. superior (vea la tabla en la proximo columna), truss bundles to protect from the environment. securely rrt DO NOT walk on unbraced trusses. before Para trusses guardados por nods de una semana,*""' 1 " S cubra los paquetes para protegerios del ambiente. " ) x aI NO camine en trusses sueltos. erection of " ✓ + ", additional Refer to BCSI*** for more detailed Information** DO NOT stand on truss overhangs until trusses. pertaining to handling and jobsite storage of 4 a Structural Sheathing has been applied to trusses. -- the truss and overhangs. Vea el fol/eto BCS!*** para Information rings detal- ,, , �yw 4 NO se pare en voladizos cerchas hasta lada sobre el manejo y a/macenado de los trusses Revestim/ento estructural ha sido aplicado en Brea de tra&yo. a la armadura y voladizos. ti 1 r_LAT: 1-i L" STEPS TO SETTING TRUSSES LAS MED►DAS DE LA INSTALAC16N DE LOS TRUSSES 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing see below . 5 Install web member plane diagonal bracing to Stabilize the first flue trusses see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). ) Repeat process with groups of four trusses until all trusses are set. 1) Instate los arriostres de Berra. 2) Instate el primero truss y ate seguramente at arriostre de tiers, 3) Instate los pr6ximos 4 trusses con restricci6n lateral temporal de miembro co/to (veal abajo). 4) Instate el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre diagonal para los plans de los miembros secundarios pat estabillce los primeros cram trusses (vea aba'o). 6) Instate la restriction lateral temporal y arriostre diagonal par a cuerda inferior (vea abajo)). 7j epita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten insta(ados. Refer to BCSI-B2*** for more information. Vea el resumen BCSI-B2*** para mos information. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES RESTRICC16NIARRIOSTRE PARA TODOS PLANOS DE TRUSSES 2 Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress -graded lumber. Attach to each truss with at least 2-10d (0.1280"), 2-12d (0.1280.25") or 2-16d (0.1310.5") nails. La madera 2x4 clasificade por estres es la madera minima utilizada para restricci6n lateral y arriostramfento di- agonal. Atarlas a sada braguero con at minimo 2 clavus 10d(0.128x3'),12d (0.128x3.25') o 16d (0.1310.5'). 0 This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses (PCTs). See top of next column for temporary restraint and bracing of PCTs. Este metodo de restricc!on y arr!ostre es para todo trusses excepto trusses de cuerdas paralelas (PCTs) 3x2 y 4x2. Vea la parte superior de la columna pat la restricci6n y arriostre temporal de PCTs. 1) TOP CHORD - CUERDA SUPERIOR truss Span . Top Chord Tempiitary Lateral Restrairrt(tCTLR) Spacing Longltud de Tramo Espaciamiento del Arriostre Tempora/ de la Cuerda Super/or Up to 30' 10'(3 m) D.C. max. (9.1 m) Consu/te a un Professional Registrado de Diseno para trusses mas de 6D pies. / 30'(9.1 m) - 8'(2.4 m) D.C. max. .45'(13.7 m) Vea el BCSI-82*** para las options de TCTLR. 45'(13.7 m) - 6'(1.8 m) D.C. max. 60'(18.3 m) 60'(18.3 m) - 4'(1.2 m) D.C. max. 80' 24.4 IT * BCSI-B4*** para mss informaddin. 44. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICC16N Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 10'3m) or Diagonal bracing Repeat diagonal bracing g Refer to 15'(4.6 m)* �� every 15 truss spaces 30' BCSI-67*** for more (9.1 m) max. Information. Vea el resumen BCSI-B7*** pare m6s information. Apply diagonal brace to vertical webs at end of cantilever and at bearing locations. All lateral restraints lapped at least two trusses. *Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords and 15'(4.6 m) c.c. for 4x2 chords. INSTALLING - INSTALACION Out -of -Plane 0 Tolerances for Out -of -Plane. Outof"Plumlb "' Max. Bow Truss Length Tolerancias para Fuere-de-Plano. 3/a" 1 z.5' D/50 D (ft.) -- length -d►I Max.Bow 19 mm 3.8 m ' 1/4" 1' 7/8" 14.6' ngth6 B w La - i mm 0.3 m 22 mm 4.5 IT Max1/2" 2' 1" 16.7' ✓ Mex. Bow o I 13 mm 0.6 m 25 mm 5.1 m T --------------- i 3/4" 3' 1-1/8" 18.8' �- Length -s' I Plumb 19 mm 0.9 m 29 mm 5.7 m r�1 i ./line 1 4' 1-1 /4" 20.8' u Tolerances for i 25 mm 1.2 m 32 mm 6.3 m Out -of -Plumb. 1-1/4" 5' 1-3/8" 22.9' Tolerancias para D/50 max 32 mm 1.5 m 35 mm (7.0 IT) FUe2-de-Plomddd. 1-1/2" 6' 1-112" 25.0' 38 mm 1.8m 38 mm 7.6m 1-3/4" 7' 1-3/4" 29.2' CONSTRUCTION LOADING 45 mm 2.1 m 45 mm 8.9 m 2 a8' 2" 233.3' CARGA DE CONSTRUCC/6N 51 mm a24m 51 mm 10.1m DO NOT roceed Ith est cU til all I feral for Gable End Frame restraint/bracing/ reinforcement Information. Maximum Stack Height " for Material on Trusses' Material Height Gypsum Board F w co ru on un a restraint and bracing Is securely and properly in place. NO proceda con la construcci6n hasta que Codas las restric- :Consult a Registered Design Professional for trusses longer than 60' (18.3 m). _ Clones laterales y IDS arrfostres eWn colocados en forma Consu/te a un Professional Registrado de Diseno para trusses mas de 6D pies. / aproplada y Segura. 0 See BCSI-B2*** for TCTLR options. DO NOT exceed maximum stack heights. Refer to BCSI-B4*** Vea el BCSI-82*** para las options de TCTLR. 34 tiles high for more Information. NO exceda las alturas m6ximas de mont6n. Vea el resumen ®• Refer to BCSI-B3*** \ BCSI-B4*** para mss informaddin. for Gable End Frame restraint/bracing/ reinforcement Information. Maximum Stack Height " for Material on Trusses' Material Height Gypsum Board 12" (305 mm) Plywood or OSB 16"(4 mm) Asphalt Shingles 2 bundles Concrete Block 8"(203 mm) Clay Tile 34 tiles high Para informaddin sobre restricci6n/ TCTLR �h/Y arriostre/refuerzo para Armazones'q " N- , Hastlales vea el resumen BCSI-B3*** Note: Ground bracing not shown for clarity. 10" or G NEVER stack materials near a peak, at mid -span, on cantilevers or overhangs. Truss at NUNCA Spite los materiales terra de un pica, a centro de la luz, en El Repeat diagonal braces for each set of 4 trusses. required at support s) cantilevers o aleros. Repita los arrisotres diagonales para cada grupo de 4 trusses. Section A -A 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS DO NOT overload small groups or single trusses. NO sobreprgue pequen-os grupos o trusses lndivlduales. '® LATERAL RESTRAINT & DIAGONAL BRACING ARE D Place loads over as many trusses as possible. VERY IMPORTANT Coloque las cargas sobre tantos trusses tomo sea posible. iLA RESTRICCIDN LATERAL Y EL ARRIOSTRE DIAGONAL R1 Position loads over load bearing walls. SON MUY IMPORTANTES!Coloque las cargas sobre las paredes soportantes. Diagonal CLR splice reinforcement bracing ALTERATIONS - ALTERACIONES Truss Member 2x-CLR Refer to BCSI-BS.*** Truss bracing not shown for clarity. Web members Vea el resumen BCSI-B5. *** DO NOT cut, alter, or drill any structural member of a truss unless specifically permitted by the truss design drawing. NO corte, altere o perfore ningtin miembro estructural de un truss, a menos que este especificamente penniddo en el dlbujo del diseno Bottom del truss. chords Minimum 2'2x Scab block centered over splice. Attach Trusses that have been overloaded during construction or altered without the Truss Man. Diagonal braces to CLR with minimum 8-16d ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. every 30 truss spaces (0.135x3.5") nails each side P PP Y tY 20'(6.1 IT max. of splice or as specified by the ( ) Trusses que se hon sobrecargado durante IS construcol6n o hon sido alte2dos sin la autor- 10' (3 m) - 15' (4.6 m) max.' Building Designer. Izac16n previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la garantia limitada del Same spacing as bottom Note: Some chord and web members SECTION A -A Fabricante de Trusses. chord lateral restraint not shown for clarity. "'Contact the Component Manufacturer for more Information M Consult a Registered Design Professional for assistance. 3) BOTTOM CHORD - CUERDA INFERIOR lb view a non -printing PDF of this document, visit sbcindus".com/bI. Lateral Restraints - 2X4x12' or Truss Member NOTE: The truss manufacturer and truss designer rely on the presumption that the Contractor and crane operator (if applicable) are greater lapped over two trusses professionals with the Capability to undertake the work they have agreed to do on any glven project. If the contractor believes it needs Or CLR splice reinforce- assistance in some aspect of the Construction project, it should Seek assistance from a Competent party. The methods and procedures p Note: Some chord outlined in this document are intended to ensure that the overall Construction techniques employed will put the trusses into place SAFELY. ment. and web members Tie recommendations for handling, Installing, restraining and bracing trusses are based upon the Collective experience of leading personnel Involved with truss design, manufacture and installation, but must, due to the nature of responsibilities Involved, be presented Bottom not shown for only as a GUIDE for use by a qualified building designer or Contractor. It is not Intended that these recommendations be Interpreted as chords clarity, superior to the building designer's design specification for handling, Installing, restraining and bracing trusses and it does not preclude the use of other equivalent methods for restraining/bracing and providing stability for the walls, Columns, floors, rook and all the Interrelated structural building components as determined by the contractor. Thus, SBCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information Contained heroin. Diagonal braces every 10 SSCM, truss spaces 20'(6.1 m) max. =1 WOOD TRUSS COUNCIL TRUSS PLATE INSTrTUTE 10'(3m) -1S'(4. m) max. 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 608.2744849 • sbcindustrv.com 703.683-1010 • tpinst.orq ` '' . ,� •� � �/''d. - � '..4.h.r "•" I iV�„�A '�.+L./r;.r�.A.r ..... ���aeb�P. `�.�' •�+,f�M CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD ' Project Name: Cates Residence Calculation Date/Time: 13:51, Mon, Jun 05, 2017 Calculation Description: Title 24 Analysis Input File Name: 1705-052 Cates Residence.ribd16x BUTTE CFI R -PRF -01 COUNTY Page 1 of 8 JUL 0 6 2017 GENERAL INFORMATION ENERGY USE SUMMARY 01 Project Name Cates Residence 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location 5001 -0676 -1716 -Tiger Lily Lane Compliance Margin Percent Improvement 04 City Forest Ranch 05 Standards Version Compliance 2017 06 Zip Code 96942 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ11 09 Software Version EnergyPro 7.1 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 315 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 1716 15 Number of Zones 1 16 Slab Area (ft2) 0 17 Number of Stories 1 18 Addition Cond. Floor Area n/a 19 Natural Gas Available No 20 Addition Slab Area (ft2) n/a 21 Glazing Percentage (%) 10.8% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below '� Registration Number. 217-Po10188084A-000-000-0000000.0000 Registration Date/Time: 2017-06-0514:09:22 HERS Provider. CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at 2017-06-05 13:51:48= -_ ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 16.91 14.90 2.01 11.9% Space Cooling 37.42 41.92 -4.50 -12.0% IAQ Ventilation 1.32 1.32 0.00 0.0% Water Heating 19.48 16.42 3.06 15.7% Photovoltaic Offset — 0.00 0.00 — Compliance Energy Total 75.13 74.56 0.57 0.8% '� Registration Number. 217-Po10188084A-000-000-0000000.0000 Registration Date/Time: 2017-06-0514:09:22 HERS Provider. CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at 2017-06-05 13:51:48= -_ CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -o1 Project Name: Cates Residence Calculation DateRime:13:51, Mon, Jun 05, 2017 Page 2 of a Calculation Description: Title 24 Analysis Input File Name: 1705-052 Cates ResidenceAbdift Energy Design Rating (EDR) Is an alternate way to express the ever ENERGY DESIGN RATING Energy Services (RESNET) reference home characterization of the 2006 International Enerce of a gy conserves ions, coda Ime t, �� 'o• ,n P.�svr,ts mo energy performance of the Recida.,limr that combines high levels of energy efficien witfrzaroourItsTDV anargy. Because MR Includes _ P.wancs cnv s�f9T perrounance Of 9 hulldin6 (such as domestic appliances and consumer lectr electronics), is not used to show compliance with Part 6 but may Instead be used by local jurisdictionslderatlon of npursuing ents not f regulated ordinancieis under 6 Go Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building Is provided for Information. Similarly, the EDR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Design 51.7 EDR of Proposed Design 49.6 EDR Value of Proposed PV 0.0 U Design meets Tier 1 requirement of 16% or greater code compliance margin (CALGreen A4.203.1.2.1) and Oil verification prerequisite. ❑ Design meets Tier 2 requirement of 30% or greater code compliance margin (CALGreen A4.203.1.2.2) and Qil verification rere t Final EDR of Proposed Design 49.6 V quasi e. ❑ Design meets Zero Net Energy (ZNE) Design Designation requirement for Single Family in climate zone CZ11 (Red Bluff) (CALGreen A4.203.1.2.3) including on-site photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Raised heel truss • Ceiling has high level of Insulation • Floor has high level of insulation • Window overhangs and/or fins • Pipe insulation, all lines ; HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAO mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing • Duct Design -Return • Duct Design -Supply Domestic Hot Water System Verifications: • — None — Registration Number. Y17-P010188084A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Date/Time: 2017-06-0514:09:22 Report Version - CF1 R-05232017-695 HERS Provider. CaICERTS inc. Report Generated at 2017-06-0513:51:48 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cates Residence Calculation DateMme: 13:51, Mon, Jun 05, 2017 Calculation Description: Title 24 Analysis Input File Name: 1705-052 Cates Residence.dbdl6x CFI R -PRF -01 Page 3 of 8 BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Cates Residence 1716 1 3 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Zone 1 House Conditioned Heat Pump 9.25-HSPF 15 -SEI 1716 8 DHW Sys 1 Gross Area (ftz) OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ftz) Window & Door Area (ft2) Tilt (deg) Front Wall Zone 1 House R-23 Wali 315 Front 416 80 90 Left Wall Zone 1 House R-23 Wall 45 Left 272 24 90 Rear Wall Zone 1 House R-23 Wall -' 135 Back 416 61.98 90 Right Wall Zone 1 House R-23 Wall 225 Right 104 19.992 90 Interior Wall to Attic Zone 1 House»Attic _Garage_ Interior R-23 Wall to Aft . 85 0 Front Interior Wall to Ga Zone 1 House»_Garage_ Interior R-23 Wall To Gar 176 17.8 Roof Attic w/Radiant Zone 1 House R-49 Roof Attic w/Radiant 1716 Raised Floor w/Crawispace Zone 1 House R-38 Floor Crawlspace 1716 Front Wall 2 _Garage_ R-0 Wall 315 Front 176 112 90 Back Wall Garage_ R-0 Wall 225 Right 176 0 90 Right Wall 2 Garage_ R-0 Wall 225 Right 176 0 90 Roof Garage_ R-0 Roof Attic 484 ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Garage_ Attic Garage Roof Cons Ventilated 5 0.1 0.85 No No Attic Zone 1 House Attic RoofZone 1 House Ventilated 5 0.1 0.85 Yes No Registration Number. 217-P010188084A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Date/Time: 2017-06.0514:09:22 Report Version - CF1 R-05232017-695 HERS Provider. CaICERTS inc. Report Generated at 2017-06-0513:51:48 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cates Residence Calculation Date/Time: 13:51, Mon, Jun 05, 2017 Calculation Description: Title 24 Analysis Input File Name: 1705-052 Cates Residence.ribd16x CF1 R -PRF -01 Page 4 of 8 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Height Width (ft) (ft) Multiplier Area (ft2) U -factor SHGC Exterior Shading Window 8050 Window Front Wali (Front -315) 8.0 5.0 1 40.0 0.30 0.27 Insect Screen (default) Window 4050 Window Front Wall (Front -315) ' 4.0 5.0 1 20.0 0.30 0.27 insect Screen (default) Window 4050 2 Window Front Wall (Front -315) 4.0 5.0 1 20.0 0.30 0.27 Insect Screen (default) Window 6040 Window Left Wali (Left -45) 6.0 4.0 1 24.0 0.30 0.27 Insect Screen (default) Window 3030 Window Rear Wall (Back -135) 3.0 3.0 1 9.0 0.30 0.27 Insect Screen (default) Window 4030 Window Rear Wall (Back -135) 4.0 3.0 1 / 12. 0.30 0.27 Insect Screen (default) SGD 60610 Window Rear Wall (Back -135) 6.0 6.8 1 41.0 1 0.30 0.27 Insect Screen (default) Window 4050 3 Window Right Wall (Right -225) 6.0 4.0 0.833 20.OT 0.30 0.27 Insect Screen (default) OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2) U -factor Door sc 2868 Front Interior Wall to Ga _ 17.8 0.50 Vehicle Door 16070 Front Wali 2 112.0 1.00 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DIstL Bot Up Depth Top Up Dist R Bot Up Window 8050 2 0.1 14 4 2 0 0 0 0 0 0 0 0 Window 4050 2 0.1 20 4 2 0 0 0 0 0 0 0 0 Window 4050 2 2 0.1 5 20 2 0 0 0 0 0 0 0 1 0 Window 6040 2 0.1 6 25 2 0 0 0 0 0 0 0 0 Window 3030 2 0.1 55 19 2 0 0 0 0 0 0 0 0 Window 4030 2 0.1 47 27 2 0 0 0 0 0 0 0 0 SGD 60610 2 0.1 34 40 2 0 0 0 0 0 0 0 0 Window 4050 3 2 0.1 4 5 2 0 0 0 0 0 0 0 0 Registration Number: 217-P010188084A-000-000-0000000-0000 Registration Date/Time: 2017-06-0514:09:22 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 "TIT I HERS Provider. CaICERTS inc. Report Generated at 2017-06-05 13:51:48 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cates Residence Calculation Datemme: 13:51, Mon, Jun 05, 2017 Calculation Description: Title 24 Analysis Input File Name: 1705-052 Cates Residence.ribd16x CF1 R -PRF -01 Page 5 of 8 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Deslgn Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers - Inside Finish: Gypsum Board - Cavity/ Frame: no Insul. /2x4 R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 • Exterior Finish: 3 Coat Stucco Ceilings (below • Inside Finish: Gypsum Board R-0 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.481 - Cavity/Frame: no insul. /2x4 - Cavity/Frame: no insul. /2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 - Roof Deck. Wood Siding/sheathing/decking Attic Garage Roof Cons Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 - Roofing: Light Roof (Asphalt Shingle) - Cavity/Frame: no insul. /2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 - Roof Deck: Wood Siding/sheathing/decking Attic RoofZone 1 House Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 - Roofing. Light Roof (Asphalt Shingle) - Inside Finish: Gypsum Board - Cavity/Frame: R -23/2x6 R-23 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R23 0.066 - Exterior Finish: 3 Coat Stucco - Inside Finish: Gypsum Board - Cavity/Frame: R -23/2x6 Interior R-23 Wall to Att Interior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 23 0.061 Other Side Finish: Gypsum Board - Inside Finish: Gypsum Board - Cavity/Frame: R -23/2x6 Interior R-23 Wall To Gar Interior Walls Wood Framed Wall -24 @ 16 in. O.C. R23 ' 0.061 - Other Side Finish: Gypsum Board - Inside Finish: Gypsum Board Ceilings (below - Cavity/Frame: R-9.1 /2x4 R-49 Roof Attic w/Radiant attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R49 0.020 - Over Ceiling Joists: R-39.9 insul. - Floor Surface: Carpeted Floors Over - Floor Deck: Wood Siding/sheathing/decking R-38 Floor Crawlspace Crawlspace Wood Framed Floor 2x12 @ 16 in. O.C. R 38 0.028 • Cavity/Frame: R -08/2x12 BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (011) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 DHW Pipe Insulation, All Lines DHW Heater 1 (1) 1 .0% Registration Number: 217-P010188084A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration DateTme: 2017-06-0514:09:22 Report Version - CF1 R-05232017-695 HERS Provider. CaICERTS inc. Report Generated at 2017-06-05 13:51:48 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cates Residence Calculation Daterrime: 13:51, Mon, Jun 05, 2017 Calculation Description: Title 24 Analysis Input File Name: 1705-052 Cates Residence.ribdl6x CF1 R -PRF -01 Page 6 of 8 WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 Distribution Name Heat Pump 9.25-HSPF 15 -SEI Heat Pump Heating and Cooling System Heat Pump System 1 Tank Energy Air Distribution System 1 Tank Insulation SEER EER Tank Location or SplitHeatPump Heater 9.25 `° Number Volume Factor or Input R -value Standby Loss / Heat Pump System 1 -hers -cool Ambient Name Element Type Tank Type of Units (gal) Efficiency Rating/Pilot (Int/Ext) Recovery Eff NEEA Heat Pump Type Condition DHW Heater 1 Gas instan anieous 1 0 0.96 EF 199,000 Btu/hr R-0 n/a n a n/a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Heat Pump 9.25-HSPF 15 -SEI Heat Pump Heating and Cooling System Heat Pump System 1 Heat Pump System 1 HVAC Fan 1 Air Distribution System 1 HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 Name System Type Number of Units < Heating Cooling Zonally Controlled Compressor Type HERS Verification HSPF/COP Cap 47 Cap 17 SEER EER Heat Pump System 1 SplitHeatPump 1 9.25 `° 34600 21800 15 12.5 Not Zonal Single Speed Heat Pump System 1 -hers -cool HVAC COOLING - HERS VERIFICATION ¢" " 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Heat Pump System 1 -hers -cool Required 350 Required Required Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 Duct Insulation R -value Duct Location Duct Surface Area HERS Name Type Supply Return Supply Return Supply Return Bypass Duct Verification Air Distribution Air Distribution DuctsAttic 8 8 Attic Attic 198 17 None System System 1 1 -hers -dist Registration Number 217-P010188084A-000-000-0000000-0000 Registration Date/Time: 2017-06-0514:09:22 HERS Provider. CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-06-05 13:51:48 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD ' Project Name: Cates Residence Calculation Daterrime: 13:51, Mon, Jun 05, 2017 Calculation Description: Title 24 Analysis Input File Name: 1705-052 Cates Residence.ribd16x CF1 R -PRF -01 Page 7 of 8 HVAC DISTRIBUTION - HERS VERIFICATION 01 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1 -hers -dist Required 5.0 Not Required Required Not Required Not Required -- HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.52 HVAC Fan 1 -hers -fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan Required 0.52 IAQ (Indoor Air Quality) FANS 01 02 03 04 OS 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 47 0.25 Default 0 Required Registration Number. 217-P010188084A-000-000-0000000-0000 Registration Date/Time: 2017.06-0514:09:22 HERS Provider. CaiCERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at 2017-06-05 13:51:48 -7 r , CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cates Residence Calculation DateMme: 13:51, Mon, Jun 05, 2017 Calculation Description: Title 24 Analysis Input File Name: 1705-052 Cates Residence.ribdl6x CFI R -PRF -01 Page 8 of 8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1.1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Adrian Starr Company: Signature Date: A 5 Starr Energy Corporation 2017-06-05 14:09:22 Address: CEAIHERS Certification Identification (if applicable): 2809 Bechelli Ln. City/State2ip: Phone: Redding, CA 96002 530-275-3350 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: Adrian Starr „- Company: Date Signed: A 5 Starr Energy Corporation 2017-06-05 14:09:22 + Address: License: 2809 Bechelli Ln. NA City/State/Zip: Phone: Redding, CA 96002 530-275-3350 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number. 217-P010188084A-000-000.0000000-0000 Registration DateTme: 2017-06-0514:09:22 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 i HERS Provider. CaICERTS inc. Report Generated at 2017-06-0513:51:48 t r 47 I ^� �,f I II 11 _ a � t 1 "EL. +/-20 $ E) We;� 2N EL.+ L. .� Mg z Ig!P) N Homa 5 _ I Y i s�K 5eptic and Drain HcWl , J' Iger Lilly Lan v i Project Location PERMIT #� BUTTE COUNTY DEVELOPMENT 8ERVICE5 REVIEWED FOR CODE COMPLIANCE DATES "�j��, BY -4 VICINITY MAP Fk .. NOT TO SCALE I Know what's below Call 811 before you dig *This plot map and overview are meant to show the proposed new home location, existing site conditions and Property contours obtained from Google Earth. If City/County Building Department requires a Civil Engineer or Licenced Surveyor, home owner will be required to provide nessary items for building department. If City/ County Building Department requires grading plan or erosion control plan, home owner or excavation contracto will be required to provide nessesary items. 1. Home owner shall complete soils report upon request of City/County Building Department 2. Home owner or excavation contractor shall provide erosion control plan to prevent damage to off-site property and streams, watercourses, and auatic habitats. 3. Home owner or excavation contractor shall provide grading plan and drainage control plan as required by City/County Building Department. 4. Home owner is aware that grading is defined as moving earth materials in excess of 250 cubic yards for the purpose of temporary road access, home building pad, or a new sewage disposal system when the the installation of the sewage disposal system requires changes in the natural contour of the land or disturbs 10, 000 square feet or more of surface area. 5. Wet Weather- Defined as work conducted between October 15 and May 1 requires an erosion control plan. Homeowner will identify measures for erosion control. Common measures include, but are not limited to, using straw bales/berms, riprap, seeding or landscaping disturbed area, mulching with straw or other materials, paving or graveling roads, and the use of mat covers. 6. Homeowner will maintain erosion control mesaures for the duration of the project and for the following 3 vears. N W � Z 1�f1 0 gQ'o J U Ll J = !V W � W Z a UJC�Qorn Q m w a u ~ O Q LLu LU 1� O WO LLJ u O w U -J 0 N a HILINE HOMES 8938 AIRPORT RD. STE A. REDDING CA. 96002 530-746-6046 oIt ri It d' LL LL LL U) to V) Dl pl U > `�° o Lr) U W N U O U0Tu- oor wlY]QZ@J Y C 8r, Lc ) �aF-Lnw N E 0 � Q i LU 1� O WO LLJ u O w U -J 0 N a HILINE HOMES 8938 AIRPORT RD. STE A. REDDING CA. 96002 530-746-6046 oIt ri It d' LL LL LL U) to V) Dl pl U > `�° o h Customer: SITE ADDRESS: Living Sq. Ft. 1716 "p' = Garage Sq. Ft. 484 W v m 0 -- G PROJECT OVERVIEW MIKE CATES TBD TIGER LILY LANE Porch Sq. Ft. 40 "i z �, n z 0, 9 m a "' �' o = SCALE 1"=40' P.O. BOX 727 FOREST RANCH CA 95942 FOREST RANCH CA 95942 APN#: 056-280-0720 NE Eig;r A o %0 3 530-228-3976 6.98 ACRES 0%0 v"'i N O MCATE505@YAHOO.COM www HIL(neHomes.eom LATERAL DESIGN CRITERIA AND MINIMUM SITE CONDITIONS INFORMATION OCCUPANCY CATEGORY II BASIC / ULTIMATE WIND SPEED (ASCE 7-10) 1101140 WIND EXPOSURE FACTOR C MINIMUM WIND LOADS (PSF) 16/8 SEISMIC/ WIND IMPORT. FACTOR I SEISMIC USE GROUP 1.0 SEISMIC DESIGN CATEGORY D1 SHORT PERIOD ACCELERATION (g) 1.17 DEFAULT SITE CLASS D MAXIMUM GROUND SNOW LOAD (PSF) 55# ROOF DEAD LOAD (PSF) 15 EXTERIOR WALL DEAD LOAD (PSF) 15 INTERIOR WALL DEAD LOAD (PSF) 10 MAXIMUM ROOF SLOPE 5/12 GENERAL STRUCTURAL NOTES: WIND AND SEISMIC NATURAL FORCES IMPOSED ON THIS STRUCTURE ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS AND FASTENERS DESIGNED TO RESIST DESIGN BASE LOADS SET FORTH BY THE CRITERIA OPTIONS LISTED ABOVE. THE STRUCTURAL SYSTEM IS DESIGNED TO TRANSFER LOADS IN ACCORDANCE WITH THE 2016 CA BUILDING CODE (CBC) TO A PRESCRIPTIVE FOUNDATION. STRUCTURAL MEMBERS NOT A PART OF THE ENGINEERED STRUCTURAL SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONVENTIONAL LIGHT -FRAME CONSTRUCTION REQUIREMENTS OF 2016 CRC. DOCUMENT SHEET INDEX. CS COVER SHEET NI GENERAL NOTES PAGE Al FLOOR PLAN A2 BUILDING SECTIONS A3 EXTERIOR ELEVATIONS All ARCHITECTURAL DETAILS A4 ARCHITECTURAL DETAILS A5 CABINET DETAILS A6 ' TALL FOUND. WHERE REQ'D S1 FOUNDATION PLAN S2 SHEAR WALL PLAN S3 ROOF FRAMING PLAN S4 STRUCTURAL DETAILS S5 BUTTE STRUCTURAL DETAILS S6 CO"T TY STRUCTURAL DETAILS 37 STRUCTURAL DETAILS E1 JUL ® 6 2017 ELECTRICAL PLAN E2 ELEC. / MECH NOTES DEVELOPMENT SERVICES $17,1360, — I I ,I —_ l T --�I a I�I m-- I i ROOF SHEATHING REQUIREMENTS Ground snow load MAX. 40 psf MAX. 70 psf Beyond 70 psf 7/16" O.S.B. 15/32" O.S.B. 5/8" O.S.B. -., I -v 4 -V I I iI I f I r _ i I T '; - � iII �'.i��`.,.�. I I '... I I :. � � I ': .. L ...._ I - .. � .. �. i.6��.:. I �I �I ::I L � 1 � .i I i I � II '�. I .: I I � 1.�.:..A ..• i LL �T �� .. I 1. . 1. .. .��:.�.I ��t I.. -,.w I'.� NOTE: HEADER SPAN (FEET) MAXIMUN STUD SPACING (INCHES) TABLE R602.3(5)] [PER 16 24 :5 3' 1 1 5' 2 1 8' 3 2 12' 5 3 16' 6 4 ATTIC VENTILATION AVE VENTS ="VULCAN VE3522" = 41 IN /BLOCK RIDGE VENT ("LOMANCO" OR -4) = 18 IN / FT = 14.4 IN /FT DECK VENT ("LOMANCO" DA -4) 1=19 IN / FT = -.7.2 IN /FT `IF WUI ENTER DEDUCTION FACTOR (y" SCREEN ENTER .8, Ys" SCREEN ENTER .5) .8 TOTAL GARAGE SECTION = 1 484 FT 2T=l 69,696 IN TOTAL VENTILATION REQUIRED 1/150 - 465 IN OTAL EAVE VENT(S) BLOCKS = 6 : = 246 IN TOTAL RIDGE VENT = >16 FT = 230 IN TOTAL DECK VENT = 0 = 0 IN TOTAL VENTILATION PROVIDED = 476 IN PERCENTAGE OF EXHAUST TO TOTAL - 480/ TOTAL HOUSE AREA = 1,822 FT = 262,368 IN TOTAL VENTILATION REQUIRED 1 1/150 1=1 1,749 IN TOTAL EAVE VENT(S) BLOCKS = 17 = 697 IN TOTAL RIDGE VENT = 48 = 691 IN TOTAL DECK VENT - 56 FT = 403 IN TOTAL VENTILATION PROVIDED = 1,791 1N PERCENTAGE OF EXHAUST TO TOTAL = 39°/ OR WUI (WILDLAND URBAN INTERFACE) APPROVED EQUIVALENT . VENTS SHALL BE SCREENED W/ IGNITION RESISTANT NON-COMBUSTABLE WIRE MESH W/ NO LARGER THAN Y8" OPENING WHEN GRADE, DECK, ROOF OR WALKING` SURFACE IS LESS THAN 12' BELOW THE VENT. ANGLE SCHEDULE PITCH 5:12 6:12 7:12 ANGLE 112° 108° 105° ALLOWABLE UPLIFTS L 2X4 BLKG _TIE DOWN DF/SP HF/SPF SDWC SCREW - 485 485 H1 585 400 H10A 1140 1015 H10A-2 124 5 1 7 0 0 LGT2 2 PLY 2050 1785 LGT3-SDS2.5( 3) PLY 3685 2655 L T4-SDS2.5 (4) PLY 4060 2925 MGT (2) PLY 3965 3300 1 VGTR/L 2 PLY O O 2230 1605 2 2 PLY O VGTR/L O 5545 3990 (1) VGT (2) PLY 4940 3555 2 VGT (2) PLY 7185 5175 (2) VGT (3) PLY 8890 6400 HGT-2 2 PLY 10980 6485 HG 1-3 (3) PLY 110530 9035 HGT-4O 4 PLY 9250 9250 DBL: THICK CK STRAP SIMP. A34 DIRECT T P O TO L 2X4 BLKG (SEE BELOW) ATE ..NOTE. W/ 3-16d 6d 2X NAILER 'B 6 R LO KS • • NAIL STRAP TO DOUBLE C .. .. EA. END HILINE HOMES O ES BTWN. BRACES .. CSW/16d .. @ TOP PLATE PRIOR TO PERPENDICULAR .. „ INSTALLING TRUSSES " - 2x STUD WALL 8 O.C. TO TOP PLATE USS S L it 2X6 BRACE c 72 @ 11306 AVENUE PERPENDICULAR BRACE PANEL SHT NG ENTIRE MAX. O.C. U.N. O PUYALLUP WA ` 98373 { 2x STUD WALL INLINE / TR A W WALL USS SAME WALL BELOW END WALL < E.N. 253 770-2244 ext. 129 W/ RADIANTARRI R CONDITION B E SEE PLAN O CONDITION "LGYP 'I 16d @ 8" O.C.— BOARD WiAn PLAN' N. 1716RR , 2X- SNUG &SHAPED BLOCKINGXINTO NAILER C.. IMPHIO TO P PLATE EA. BRACE R_N. ti0 i f T S EEL STRAP CONTINUITY TIE (REQUIRED PER A 7 1 TYVEK F Q CSC 0 / 12.13 fLTRARTlO c ) T TOP PLATE SPLICES PER C, Q , � DATE: 05/17/2017 STEEL STRAP FROM TOP PLATE TO BTM F GIRDER —> BARRIER 0 0 G R ER TRUSS USE BL. THICK SIMPSON MST72 STRAP FRAMING NOTES J o s - BL _ THICK 0 TO ROUT STRAP INTO TOP PLATE D CK — TWO MEMBERS LAPPED TOGETHER/// ll EXTERIOR SIDIN APPLY 24 OF THE RAP T - I ST TO HE TOP OF THE DBL TOP PLATE & NAIL W 4 1 16D ' J , 2 N C-24 2, YP BOARD JOB#: # ...5001.. 2 06 6 PER PLAN REN. , INSTALL TO TOPF TOP PLATE «« 0 0 LA E BEFORE PLACING TRUSSES ON ROOF �K '. Cf'D C\A/ TlA/!'1 CUADCtI/CII I!_ AV Qtllr`VC V 77 1-/_ {:/lel/" T/1 TUC !"'T I']IICI) TAI ICC Qrnnn-l-n1 Tnl Irrrr Q ELECTRICAL/MECHANICAL NOTES. ` CFM @ LOCATION LABEL MODEL CFM 25" SP REQUIRED AT FINAL AND PROVIDED TO OWNER. C S DUCT TYPE 1. 0.1 RECESSED CANS PER SECTION 6.1 .1 M B 0 UST E C ATED &LABELED FOR AIRTIGHT CONSTRUCTION SEALED 35. NO GAS OR SOLID FUEL OTHER THAN DIRECT VENT ALLOWED IN CONDITIONED SPACE UNLESSP ( SUPPLY AIR IS FLEX .SYMBOL 1.0 411 WITH A GASKET A KET OR CAULKING BETWEEN THE LUM NA RIES HOUSING AND THE CEILING. FLEX PRVIDEDO .03 LIGHTW SWITCH 70 2. HI FFI IEN Y GH E C C FF IEN IXTUR AR 36. IN ALL AREAS SPECIFIED IN E 21 2 CEC 0.5 ALL 125V 15 TO 20 AMP RECEPTACLES SHALL BE LISTED TAMPER 140 SMOOTH _WBV WH LE BUILDING VENTILATION ION RE UIREMENT QFAN -0.01.LOOR AREA)+7.5 N MBER OF BEDROOMS+1 #BD FL00RAR EA 3 RESISTANT RECEPTACLE. C - - AN Q F =47 16 CFM OREQUAL WATTS 3. VACANCY SENSORS BE US AN ALTER T S O HIGH E IEN Y A C L ING IN NY ROOM THAT I N S OT MOUNTING RATINGS 11 0 V. DUPLEX OUTLET AFI `A KITCHEN, VA AN TC VACAN ENSORS E TO MEET RE UIREME IN E .4 Q CEC 6 3 7. TERMINATION M ATION OFALL ENVIRONMENTAL AIR D l DUCTS SHALL BE A MIN. F 3'F ROM 3 R�. M ANY OPENINGS INTO THE O 4 L PERMANENTLY ALL PER TL INSTALLED HIGH EFFICIENCY MINARIES MUST BE WIT S HE EPARATELY FROM LOW BUILDING DRYER. BATH AND S UTILITY FAN ET ( S C MUST BE 3 AWAY FROM DOORS WINDOWS OPENING ' 22 V. 0 OUTLET F A SKYLIGHTS OR ATTIC VENT PER S CMC 504. 5 EFFICIENCY LUMINARIES. 38. CARBON MONOXIDE ALA RMS SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING FROM A WP 5. ALL LIGHTING MUST BE SWITCHED SEPARATELY FROM EXHAUST FANS. COMMERCIAL SOURCE AND HALL B E EQUIPPED WITH A BATTERY BACK-UP. CRC 8315.9.1 WEATHERPROOF OUTLET AFI 6. ALL LIGHTING CONTROLS AND EQUIPMENT SHALL BE IN TALLED IN Q S S E ACCORDANCE WITH THE MANUFACTURERS U S 39. ALL FANS NOT FUNCTIONING AS A WHOLELE HOUSE VENTILATION SYSTEM M MUST BE CONTROLLED BY GFI INSTRUCTIONS. SHALL BE READILY ACCESSIBLE.GBC 4.506 GROUND FA ULT INTERRUPTERWHICH 7. 3 -WAY AND 4 -WAY SWITCHES ANDTHER LIGHTING O GH NG CONTROLLED BY MORE. THAN ON ' WH E E SWITCH ER A DIMMER 40. ALL 15 15 20 AMP.. RECEPTACLES C S SH LL BE LISTED A S ED TAMPER RESISTANTRE RECEPTACLES TACLES PER CEC 406.1. OR VACANCY SENSOR HAS BEEN INSTALLED HALL MEET S T THE FOLLOWING CONDITIONS.. NO CONTROLS SHALL ALL( < RECESSED CAN LIGHTS HIGH EFFICACY) C ) BYPASS THE DIMMER OR VACANCY CANC SENSOR FUNCTION AND THE DIMMER OR VACANCY SENSOR SHALL BE 41. - PROVIDEbEDICATED 20-AMP MP BRANCH CIRCUIT C CU T FOR THE LAUNDRY RECEPTACLE C OUTLETS. PER CEC 210.11(C)(2) CERTIFIED TO MEET THE APPLICABLE REQUIREMENTS IN CEC SECTION 6.3.2. AND 210.52(F) _ 8 LOCATION AND SPACING OF RECEPTACLE OUTLETS SHALL BE PER CECSECTION 210-52. 42. ELECTRICAL CONTRACTOR OR SHALL COORDINATE LOCATION OF PANEL AND METER WITH CONTRACTOR. TELEPHONE JACK 9. HIGH EFFICIENCY LIGHTING REQUIRED IN CLOSET E „ Q SOV R 70 S . FT. LIGHT MUST BE ENCLOSED AND 12 FROM OM 4 3 ELECTRICAL CONTRACTOR SHALL PROVIDE HEAT -LOSS OSS CALCULATIONS OR FOLLOW THE PRESCRIPTIVE PATH O ❑ TELEVISION OUTLET SHELF PER CEC 410-8. RE O REQUIREMENTS FOR IZI Q SIZING HEATING EQUIPMENT. Q ELECTRICAL RECEPTACLES FOR DISHWASHER AND GARBAGE DISPOSAL S OSAL TO BE LOCATED UNDER SINK NOT MORE 44. ELECTRICAL HALL CONTRACTOR O S CONFORM TO ALL LOCAL AND STATE CODES.10. THAN 36 FROM APPLIANCES. 45. EXACT PLAC-EMENT OF OUTLETS MAY VARY DEPENDING ON CONSTRUCTION VARIABLES, EXHAUST FAN - V.T.O. 11. PROVIDE RECEPTACLE WITHIN 6 ALONG WALL PACE MORE THAN 2WIDE INCLUDING ISLAND AND DIVIDERS PER46. WHERE DRYER i VENTED TED TROD H FOUNDATION VENT ENT MUST BE COMPLETELY SEALED TO - CEC 210 8. PREVENT E MOIST EXHAUST AIR FROM RE-ENTERING NG THE CRAWL SPACE. ` SURFACE MHT. LIGHT (HIGH EFFICACY '. 11.a. ATTACHED GARAGES -ONE PER VEHICLE SPACE MIN. 47. ALL N N- L OCKING TYPE 125 -VOLT, 15 AND 2 AMPERE 0 M ERE RE CEPTA CLES IN A DWELLING UNIT. SHALL BE LISTED 11.b. EXTERIOR OF DWELLING ONE IN FRONT NEXCEPTIONS. O OTA DONE IN BACKACLES -TAMPER RESITANT RECEPTACLES. 1 RECEPTACLES MORE. THAN 5 6 ABOVE THE FL ( () FLOOR, 2 O RECESSED DOWN LIGHT. HIGH EFFICACY) ( 11 cALL BATHROOM RECEPTACLES S RECEPTACLES PART OF AL LUMINAIRE OR APPLIANCE,3 A SINGLE RECEPTACLE EPTACLE OR A DUPLEX RECEPTACLELE 11.d. ALL RECEPTACLES AT KITCHEN COUNTER TOPS FOR TWO APPLIANCES THAT ARE NOT EASILY MOVED E AND LOCATED WITHIN DEDICATED SPACE AND ARE EQUIPMENT CONNECTION 11.e. CRAWL SPACES CHORD -AND -PL - UG CONNECTED AS PER CEC 400.7 AND 4 N N O GROUNDING RECEPTACLES USED FOR, 11.f. BASEMENTS' REPLACEMENTS AS PERMITTED IN CEC 406.4 (D)(2) SMOKE CARBON MONOXIDE ONOXIDE DET.' 12. RECEPTACLE IN BATHROOMS LAUNDRY GARAGE AND G HALLS 10 LONG AND WITHIN 24 AEON KITCHEN G CH N COUNTER SPACES 1 COU S C S 2 AND WIDER' AND EVERY 12 AEON ISLANDS PERCEC'210-57. G s .SMOKE O DETECTOR 13. OUTDOOR WEAT R R - - HE PROOF GFI RECEPTACLES IN FRONT AND BACK OF RESIDENCE PER CE 21 2 AN C 0 5 D 410 57, ' 14. PROVIDE AN OUTDOOR WEATHER PROOF GFI RECEPTACLE WITH -IN 25 OF EXTERIOR MECHANICAL EQUIPMENT HEATER/FAN COMBO- V.T.O. PER CEC 210-63 15. ALL BRANCH CIRCUITS THAT SUPPLY 12 VOLTS SINGLE 5 S G E P RASE 15 AND 20 AMPT T OU LE S INSTALLED IN DWELLING UNIT FAMILY .ROOM DINING ROOM LIVING ROOM PARLORS,`A R LIB RY DEN BEDROOM' SUN ROOM RE RECREATION C E TION WHOLE HOUSE FAN (2 FAN CO NF IG. SHOWN ( ROOM CLOSET HALL OR SIMILARH LL BE S A PROTECTED BY AM INAT CO B ION TYPE ARC FAULT CIRCUIT INTERRUPTER. PER C 0 E 21 C 12.b A ATTIC C AC CESS -:16. DRYER TO VENT TO OUTSIDE AIR - 14 MAX W/ 2 BENDS MAX. PERM C C 504.3.2 17. USE CEILING FAN BOXES LISTED PER CEC 422.18 NOTE 18. FIXTURES ABOVE HYDRO MASSAGE TUBS AND G U S A SPAS AND OTHER WET /DAMP LOCATIONS ALL BE GFI SH 1. EXACT`L LOCATIONS OF ELECTRICAL EXACT LOCATIONS PROTECTED SUITABLE FOR DAMP LOCATIONS AND ECLECTICALLY -41 ISOLATED PER CEC 680 OF HVAC SUPPLY U AND RETURN VENTS MAY VARY P R ER BUILD AREA AND HV AC CONTRACTOR. 19. 9 PROVIDE N - ROV E DISCO NECT WITHIN SIGHT OF AIR CONDITIONING EQUIPMENT PER CEC 44 14 Q 0 20. PROVIDE WIDE DEEP - O 30 X 35 E P WORKING CLEARANCE AT AC DISCONNECT PER RCEC210 210-12.(b) 21. SMOKE DETECTORS REQUIRED IN ALL BEDROOMS HALLWAYS YS LEADING T BEDROOMS, O 00 S AND VAULTED U CEILINGS MORE THAN 2 HIGHER THAN HALLWAY PER CEC 507.2.1 0 22 , SMOKE DETECTORS SHALL BE HARD WIRED INTERCONNECTED,/ W BATTERY BACKUP N ANDA AUDIBLE U I ALL BEDROOMS PER CEC 507.2..10.2 2 320 DEDICATED - P -, AM CIRCUIT FOR ALL BATHROOM RECEPTACLES .PER. C S CEC 210 11. c AND 2 20 AMP SMALL" :APPLIANCE BRANCH .CIRCUITS IN KITCHEN. 24. SWITCHED LIGHT AND RECEPTACLE IN ATTIC ANDN ERF P U D FLOOR SPACES WITH MECHANICAL EQUIPMENT PER CEC 210- 70. 3Xc 25. PROVIDE A LIGHT WITH SWITCH AT ALL EXITS PERE 1 C C2- 070 26. DIRE I REQUIRED CT VENT S R QU ED FOR WARM AIR FURNACES IN SLEEPING ROOMS PERE 4: C C 50 5 27 EXHAUST FAN DUCTS N U UC S TO BE STALLED PROPERLY WITHOUT DIPS WHERE MOISTURE CAN COLLECT. 28. SEE MANDATORY MEASURES SUMMARYN TITLE 24 O ENERGY CALCULATIONS FOR ADDITIONAL LIGHTING REQUIREMENTS. ' 29. -COMBUSTION APPLIANCES MUST C S US BE PROPERLY VENTED AND INSTALLED TO PREVENT BACKDRAFTING. 30. VENTILATION SYSTEM CONTROL HALL BE „ S S LABELED VENTILATION CONTROL AND THE HOME OWNERA SHALL BE PROVIDED WITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM. 31. MECHANICAL SYSTEM INCLUDING S HEATING AND AIR CONDITIONING SYSTEMS THAT SUPPLY AIR T HABITABLE TABLE SPACES SHALL HAVE A MERV 6 FILTER OR BETTER. ` 2. 3 AI INLETS R I LE S NOT EXHAUST SHALL BE LOCATED AWAY FROM RO KNOW CONTAMINANTS. 33. ALL LIGHTING INSTALLATION TO COMPLY WITH CF -6R -LTG -01 INSTALLATION CERTIFICATE REQUIREMENTS. IT I S RECOMMENDED TO BE FILLED OUT AND PROVIDED TO BUILDING INSPECTOR AT FRAME INSPECTION. 34. WHOLE BUILDING VENTILATION FAN N O S AND LOCAL BUILDING VENTILATION FANS ARE TO COMPLY WITH CF-6R-MECH-05 INSTALLATIONERTIFI AT REQUIREMENTS. C C EIT IS RECOMMENDED THIS.FORM BE FILLED OUT PRIOR TO SUBMITTAL AND PROVIDED T THE B - - O BUILDING INSPECTOR THE FRAME INSPECTION. CF R ME 6 CH 05 MECHANICAL VENTILATION CFM @ LOCATION LABEL MODEL CFM 25" SP SONES RATING DUCT ... SIZE ,MIN. MIN. "Ll' W DUCT TYPE BATH 1 EV -1 FV- V 05 S3 50 53 1.0 411 70 FLEX BATH 2 EV -2 FV- V 05 S3 50 53 1.0 411 70 FLEX - - LAUNDRY WBV 1 FV 0511 VK S 1 50 53 .03 41f 70 -f LEX KITCHEN EV -3 MMV42 05DS '400 N/A 12 611 140 SMOOTH _WBV WH LE BUILDING VENTILATION ION RE UIREMENT QFAN -0.01.LOOR AREA)+7.5 N MBER OF BEDROOMS+1 #BD FL00RAR EA 3 1716 - - AN Q F =47 16 CFM OREQUAL WATTS NUMBERS TOTAL WATT S MOUNTING HIGH EFFICACY FIXTURES LABEL ` WATTS NUMBERS :TOTAL WATTS MOUNTING RATINGS CFL -1 26 0 0 .SURFACE N/A LED -1 7 3 21 TRACK N/A LED -2 12 6 72 RECESSED TOTAL H.E. WATTS LOW EFFICACY FIXTURES LABEL WATTS NUMBERS TOTAL WATT S MOUNTING RATINGS TOTAL L. E. WATTS DDI O A L KITCHEN TT GE TRADE' O QUIREMENTS 1. LOW FFICACY LI GHTI 1N KITCHEN C EN TO VE A SWITCH WITH DI E %, . BATHROOM LIGHTING CONTROLLED BY VACANCY.. SENSOR LANDRY ROOM, GARAGE AND CLOSET GREATER THAN 70 SQ. FT. TO E HIGH EFFICACY FLUORESCENT LIGHTING AND CONTROLLED B ANUAL ON VACANCY SENSOR. 1. DEDUCT 15 OF ALLOWABLE DUCT LENGTH FOR EA. O TURN ELBOW OR FITTING. 2 ALLOWABLE DUCTLENGTH ASSUMES FLEX DUCT TYPE, SEE TABLE 7.1 PRESCRIPTIVE DUCT REQUIREMENTS FOR ANY MODIFICATIONS OPTIONS FOR SMOOTH DUCT. 3. KITCHEN HOOD TO HAVE 00 1 CFM MIN. AIRFLOW QAR C 4. KITCHEN VENTILATION HOOD REQUIRES MANUFACTURERS DOCUMENTATION ON INSTALLED SYSTEM PERFORMANCE IF f'ERMIT# 0 P MANUFACTUREDOES NOT PROVIDEPERFORMANCE ANCE INFO FOR SIZE AND LENGTH, 'PROVIDE FIELD AIRFLOW. BUTTE COUNTY DEVELOPMENTMENT SERVICES � e J s � TESTING MEASURING CFM OF INSTALLED FAN ANDD � DCT. CODE COMPLIANCE, N 4 NO, c 2 DATE S7.f'/ � BY FEN N, T a T F , F 0P FG